{"meta":{"query_hash":"25e995edb0c8","filters":{"topic":"Vibration and Dynamic Analysis"},"cohort_total":866,"direct_labels_cover":3,"predictions_cover":866,"exported":866,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/25e995edb0c8","api":"https://metacan.xera.ac/api/v1/cohort?topic=Vibration+and+Dynamic+Analysis"},"results":[{"id":"W111567714","doi":"10.1007/978-94-007-0995-9_17","title":"Some Quandaries and Paradoxes in Fluid-Structure Interactions with Axial Flow","year":2003,"lang":"en","type":"book-chapter","venue":"Fluid mechanics and its applications","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mechanics; Flow (mathematics); Fluid dynamics; Flutter; Physics; External flow; Classical mechanics; Drag; Aerodynamics","score_opus":0.006876583131390704,"score_gpt":0.19806241875798516,"score_spread":0.19118583562659447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W111567714","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.040652942,0.11520626,0.15438065,0.12539436,0.007310814,0.00005550313,0.0001517554,0.00027274652,0.55657494],"genre_scores_gemma":[0.794113,0.049397085,0.046414703,0.012195334,0.014797724,0.00031290666,0.00009981972,0.00030559578,0.08236374],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984648,0.00074703386,0.000046308738,0.00012768572,0.00052644976,0.00008770021],"domain_scores_gemma":[0.99579996,0.0033948142,0.00013737095,0.00033225917,0.00024694772,0.00008868693],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0037983402,0.0005863799,0.001094177,0.0011231359,0.0038552594,0.0040307604,0.0017735882,0.0033608577,0.004769035],"category_scores_gemma":[0.00941274,0.000634253,0.0005617317,0.0015219222,0.013552169,0.013074451,0.002911511,0.0056441077,0.00057195424],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000046807504,0.000008294159,0.000019085179,0.00003333063,0.0000018139956,0.00002915248,0.00026616524,0.0006287371,0.000058771024,0.9915064,0.004235808,0.003207865],"study_design_scores_gemma":[0.0000017250203,0.0000014263545,0.000013346339,0.000009580271,6.129435e-7,0.00001883872,0.000043567496,0.0009180393,0.000020281783,0.99473023,0.0042394726,0.0000029200014],"about_ca_topic_score_codex":0.001252437,"about_ca_topic_score_gemma":0.0011562394,"teacher_disagreement_score":0.004769035,"about_ca_system_score_codex":0.0014103007,"about_ca_system_score_gemma":0.0007999513,"threshold_uncertainty_score":0.020087779},"labels":[],"label_agreement":null},{"id":"W1126326086","doi":"","title":"The Spatiotemporal Limits of Flicker Defined Form","year":2004,"lang":"en","type":"article","venue":"Investigative Ophthalmology & Visual Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of Waterloo","funders":"","keywords":"Flicker; Mathematics; Computer science; Biological system; Biology; Computer graphics (images)","score_opus":0.02989018139532596,"score_gpt":0.2979731441526232,"score_spread":0.26808296275729726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1126326086","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6374242,0.0025036267,0.29623637,0.0011852485,0.00011125474,0.00006208692,0.00038065217,0.00033381532,0.061762795],"genre_scores_gemma":[0.9856215,0.0007446636,0.009065787,0.00009951627,0.00006657557,0.00003672868,0.0001443979,0.00007656871,0.004144175],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931335,0.00015126482,0.000040672556,0.00016792964,0.00022889345,0.0000980037],"domain_scores_gemma":[0.99429566,0.0031267477,0.00067567354,0.0005505688,0.00083923695,0.0005121607],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001156354,0.00042628913,0.00046860045,0.0016132463,0.000568185,0.0025978957,0.00088159734,0.0007670486,0.0038594494],"category_scores_gemma":[0.012579991,0.000332072,0.00029615834,0.0005649204,0.0019776414,0.004053664,0.002129823,0.0012964717,0.0002797025],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001570674,0.000049052258,0.001075768,0.00009470953,0.000019071944,0.0002576958,0.00059865974,0.007097368,0.010236261,0.9613754,0.0006285477,0.018410295],"study_design_scores_gemma":[0.000031622272,0.00012029855,0.005194014,0.000073331976,0.00002149278,0.0007287429,0.0004203542,0.14695439,0.004361788,0.838523,0.0035043953,0.00006675036],"about_ca_topic_score_codex":0.0011248072,"about_ca_topic_score_gemma":0.0006635579,"teacher_disagreement_score":0.0038594494,"about_ca_system_score_codex":0.00069111295,"about_ca_system_score_gemma":0.0004225395,"threshold_uncertainty_score":0.0129112005},"labels":[],"label_agreement":null},{"id":"W124620291","doi":"10.1023/a:1022124027718","title":"Periodic orbit analysis of two dynamical systems for electrical engineering applications","year":2003,"lang":"en","type":"article","venue":"Journal of Engineering Mathematics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Mathematics; Mathematical proof; Uniqueness; Filter (signal processing); Stability (learning theory); Nonlinear system; Mathematical analysis; Orbit (dynamics); Ordinary differential equation; Control theory (sociology); Applied mathematics; Differential equation; Computer science; Physics; Geometry","score_opus":0.007010950140285537,"score_gpt":0.22458073187016525,"score_spread":0.2175697817298797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W124620291","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4681338,0.00069054565,0.50977635,0.0003805969,0.00017234599,0.00007527756,0.00009729274,0.00011668917,0.020557165],"genre_scores_gemma":[0.9769735,0.00023689982,0.01794605,0.000024958345,0.000037885937,0.000042169275,0.00007035391,0.000024585559,0.0046435473],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992776,0.000015806883,0.0000038884114,0.000010480824,0.000028507773,0.000013575294],"domain_scores_gemma":[0.99983263,0.000071643815,0.000029112103,0.000014862371,0.00003295281,0.00001890356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021337121,0.00032514648,0.00032291026,0.0005242702,0.0004895292,0.00053268124,0.00024852328,0.00041258076,0.003131016],"category_scores_gemma":[0.0008741294,0.0001373604,0.00041970314,0.00022169713,0.0006056504,0.0004858539,0.0004979391,0.00046312026,0.00018379965],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003358207,0.00010815781,0.0025604505,0.0001856682,0.00009865759,0.00058170414,0.0005169559,0.17524432,0.035624355,0.7280247,0.002027697,0.054691523],"study_design_scores_gemma":[0.000022110853,0.00009479286,0.0014002831,0.000013496669,0.000020068519,0.00013249404,0.00013450906,0.8787751,0.0015752728,0.11640236,0.001412025,0.000017434302],"about_ca_topic_score_codex":0.00091745553,"about_ca_topic_score_gemma":0.00063365605,"teacher_disagreement_score":0.003131016,"about_ca_system_score_codex":0.0002705808,"about_ca_system_score_gemma":0.00041873462,"threshold_uncertainty_score":0.010474265},"labels":[],"label_agreement":null},{"id":"W134738495","doi":"10.1017/cbo9780511760792.007","title":"Ovalling Instabilities of Shells in Cross-Flow","year":2010,"lang":"en","type":"book-chapter","venue":"Cambridge University Press eBooks","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Flow (mathematics); Mechanics; Geology; Physics","score_opus":0.011270237059787924,"score_gpt":0.1834254611964329,"score_spread":0.172155224136645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W134738495","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26577175,0.018862445,0.24917467,0.0014127655,0.00065188884,0.0000659165,0.00016580068,0.00062342314,0.46327135],"genre_scores_gemma":[0.76206684,0.00776489,0.025588704,0.00034141896,0.00031213163,0.0000647773,0.00015705444,0.00018921126,0.20351487],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9999423,0.000010675074,0.00000277239,0.000013616334,0.00002275749,0.000007839064],"domain_scores_gemma":[0.9999584,0.000013388763,0.0000057981997,0.000004772918,0.000011324998,0.0000062498634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016482749,0.00048013905,0.0002220466,0.00036929114,0.000286202,0.0006943343,0.00025473133,0.00039821782,0.0022717847],"category_scores_gemma":[0.00024506648,0.0001889163,0.00021349534,0.00029352616,0.0007283759,0.00090809166,0.0006450695,0.00053332624,0.0006457037],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058903177,0.000026289974,0.0005725517,0.00013596493,0.000009824914,0.00033063657,0.0013045125,0.02067465,0.03153921,0.8800923,0.008658971,0.05659608],"study_design_scores_gemma":[0.000025811809,0.0001221443,0.0040498795,0.00015048253,0.000014427342,0.0013227096,0.00047741592,0.14702886,0.013798136,0.6846711,0.1482696,0.00006934072],"about_ca_topic_score_codex":0.0005347015,"about_ca_topic_score_gemma":0.00046133794,"teacher_disagreement_score":0.0022717847,"about_ca_system_score_codex":0.00034072204,"about_ca_system_score_gemma":0.00015020404,"threshold_uncertainty_score":0.0075998306},"labels":[],"label_agreement":null},{"id":"W1446846453","doi":"10.5267/j.esm.2015.6.002","title":"Free vibration analysis of thin circular and annular plate with general boundary conditions","year":2015,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Boundary value problem; Materials science; Boundary (topology); Structural engineering; Physics; Acoustics; Mathematical analysis; Engineering; Mathematics","score_opus":0.006557417625670701,"score_gpt":0.1995636334417961,"score_spread":0.1930062158161254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1446846453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.53146064,0.0007367837,0.45974272,0.00008928293,0.000053642834,0.000030444211,0.00007245136,0.00019678102,0.007617211],"genre_scores_gemma":[0.9731621,0.00019803262,0.025110126,0.000011023021,0.000010116363,0.000022622904,0.000035672514,0.000015766997,0.0014346038],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998534,0.000023428618,0.0000080712425,0.000027279308,0.00006714092,0.00002073401],"domain_scores_gemma":[0.99977094,0.00010550856,0.00003831283,0.00002704216,0.000047389778,0.000010785811],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026253075,0.00042353375,0.0003882428,0.00039521768,0.00021519775,0.00026705267,0.0005262197,0.0005635118,0.00069574016],"category_scores_gemma":[0.0007369688,0.00018234557,0.0004625324,0.0001970856,0.0006357715,0.00034690814,0.00029651262,0.00022298541,0.00015596615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021315773,0.000038469898,0.0037596023,0.00029990976,0.0000407062,0.0007666916,0.0002476118,0.78424066,0.17457898,0.011567085,0.00029366798,0.02395353],"study_design_scores_gemma":[0.000006004355,0.000047227237,0.0015594296,0.000010140774,0.000008896155,0.00016480387,0.000041863044,0.98952395,0.007401539,0.0008310702,0.00039642866,0.000008648654],"about_ca_topic_score_codex":0.0014220516,"about_ca_topic_score_gemma":0.00071140693,"teacher_disagreement_score":0.0014220516,"about_ca_system_score_codex":0.00015477621,"about_ca_system_score_gemma":0.0002634261,"threshold_uncertainty_score":0.0028275251},"labels":[],"label_agreement":null},{"id":"W1488442155","doi":"","title":"Assessment of the solution and prediction algorithms during the optimization of fluid-structure interaction dynamic systems","year":2004,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Eigenvalues and eigenvectors; Scheme (mathematics); Algorithm; Mathematical optimization; Process (computing); Computer science; Optimization problem; Applied mathematics; Mathematics; Mathematical analysis","score_opus":0.0028630682299462407,"score_gpt":0.1893401159706775,"score_spread":0.18647704774073126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1488442155","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20576078,0.00078262,0.7808808,0.0005832031,0.000066864406,0.00028026188,0.0000607251,0.0008465099,0.010738201],"genre_scores_gemma":[0.6394392,0.00044786924,0.3555045,0.00006828471,0.000037540383,0.00031910694,0.00009125869,0.00014960223,0.003942719],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99859124,0.00067129784,0.000046028083,0.00012390269,0.00048873137,0.00007874136],"domain_scores_gemma":[0.99201816,0.006128224,0.00026759616,0.00035762283,0.001136224,0.00009208379],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029499286,0.0008381846,0.0005611917,0.00039300663,0.00047760474,0.0010911812,0.0007355476,0.0012397215,0.0021800231],"category_scores_gemma":[0.014815981,0.000422934,0.00038235114,0.00030344227,0.0006232731,0.0013989799,0.00082014577,0.0011081509,0.0004191801],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005322302,0.000272532,0.0032065755,0.00022825386,0.00003559672,0.00005329832,0.00019929303,0.7194489,0.008007391,0.0074515557,0.00056479074,0.2599996],"study_design_scores_gemma":[0.00002110846,0.00016909935,0.00057927304,0.000010850823,0.0000074041154,0.000018605639,0.000027849354,0.99377877,0.0040895576,0.0008625983,0.00042665136,0.000008219623],"about_ca_topic_score_codex":0.003948003,"about_ca_topic_score_gemma":0.002015254,"teacher_disagreement_score":0.003948003,"about_ca_system_score_codex":0.00064788864,"about_ca_system_score_gemma":0.001326997,"threshold_uncertainty_score":0.01560086},"labels":[],"label_agreement":null},{"id":"W1490938746","doi":"","title":"Commande du système de calage variable d'une éolienne de 10 kW en conditions réelles de fonctionnement","year":2013,"lang":"fr","type":"preprint","venue":"DSpace (Centre National De La Recherche Scientifique)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Physics","score_opus":0.04221178268304729,"score_gpt":0.29578537343445954,"score_spread":0.2535735907514123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1490938746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73980206,0.000319307,0.23607278,0.00017096505,0.00006930906,0.00031183203,0.0005118883,0.004274864,0.018467017],"genre_scores_gemma":[0.97388726,0.0001278741,0.014953178,0.000023784783,0.000005231789,0.00010969471,0.00025526807,0.00009285206,0.010544944],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995937,0.000034584056,0.000017070135,0.000110217115,0.00017747196,0.000067079454],"domain_scores_gemma":[0.9996419,0.00010552431,0.00003945134,0.0000453165,0.00013926435,0.000028474302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037935618,0.00070386543,0.00055167725,0.00034830297,0.0005193353,0.00084092584,0.0007221293,0.00044087975,0.0053198882],"category_scores_gemma":[0.00072796753,0.00033618064,0.0004563661,0.00033980954,0.00034842154,0.0006008032,0.00035335153,0.00053792406,0.0008250476],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012111344,0.00028875945,0.008425354,0.00064111355,0.00009959294,0.0002952919,0.001068753,0.53153235,0.31861117,0.0023545756,0.0017996421,0.13367231],"study_design_scores_gemma":[0.00014121548,0.0013599768,0.015879517,0.00005737936,0.0000793362,0.0001473609,0.0003086588,0.71544,0.24504583,0.00093051506,0.020515567,0.00009467503],"about_ca_topic_score_codex":0.018549055,"about_ca_topic_score_gemma":0.018644586,"teacher_disagreement_score":0.018549055,"about_ca_system_score_codex":0.0012036705,"about_ca_system_score_gemma":0.0011755655,"threshold_uncertainty_score":0.036882162},"labels":[],"label_agreement":null},{"id":"W1501223228","doi":"10.1155/2015/989536","title":"Impact of Cross‐Tie Properties on the Modal Behavior of Cable Networks on Cable‐Stayed Bridges","year":2015,"lang":"en","type":"article","venue":"The Scientific World JOURNAL","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Modal; Computer science; Vibration; Dissipation; Structural engineering; Modal analysis; Engineering; Acoustics; Physics; Materials science","score_opus":0.03941591100847143,"score_gpt":0.2692443559199342,"score_spread":0.22982844491146276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1501223228","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96544045,0.00014959507,0.030464761,0.00003093417,0.000010114866,0.000010646842,0.000027303367,0.000047608613,0.0038185266],"genre_scores_gemma":[0.99892247,0.0000605992,0.0006709659,0.000003233543,0.0000018586712,0.0000049151936,0.000014110489,0.000005922526,0.0003159711],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997905,0.000061922234,0.000009230948,0.00003746104,0.00006267684,0.000038232003],"domain_scores_gemma":[0.9991435,0.000491034,0.0001361459,0.000056186323,0.00013691513,0.00003617529],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042782188,0.00034978657,0.0002110655,0.00041236903,0.00028756,0.0004241224,0.00025705225,0.0003681577,0.0020588867],"category_scores_gemma":[0.001755851,0.00015969998,0.00019291994,0.00019281988,0.00034948275,0.0007295019,0.00046109682,0.0002443474,0.00023303162],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007404529,0.00018685334,0.011445188,0.00025448579,0.00007531595,0.0007238475,0.00042302097,0.6192014,0.32142904,0.0045937635,0.0002883882,0.0406382],"study_design_scores_gemma":[0.00001747209,0.000676201,0.018502777,0.000057703746,0.00006646729,0.00033350108,0.0004844399,0.89787495,0.079317935,0.0014149775,0.0012223988,0.00003117304],"about_ca_topic_score_codex":0.00060997315,"about_ca_topic_score_gemma":0.0010685547,"teacher_disagreement_score":0.0020588867,"about_ca_system_score_codex":0.00022121762,"about_ca_system_score_gemma":0.000113607835,"threshold_uncertainty_score":0.0068876743},"labels":[],"label_agreement":null},{"id":"W1524484830","doi":"10.1109/oceans.1998.726310","title":"A comparison between ship-mounted and cage-mounted passive heave compensation systems","year":2002,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"Office of Naval Research","keywords":"Cage; Ranging; Tension (geology); Compensation (psychology); Attenuation; Displacement (psychology); Natural frequency; Control theory (sociology); Marine engineering; Geology; Acoustics; Engineering; Structural engineering; Geodesy; Physics; Computer science; Vibration; Optics","score_opus":0.022669938381548193,"score_gpt":0.2606101675010365,"score_spread":0.2379402291194883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1524484830","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8190051,0.00017673003,0.17523456,0.00009668254,0.000040569208,0.000050729075,0.00012005057,0.00073612866,0.0045393067],"genre_scores_gemma":[0.9887871,0.00004525563,0.009845451,0.000010798196,0.0000036927393,0.00001757284,0.000084748855,0.000015400876,0.0011900574],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984527,0.000030196521,0.000007755611,0.000024489056,0.000071867114,0.000020426727],"domain_scores_gemma":[0.99960405,0.00014350079,0.000034618304,0.00005536903,0.00014844506,0.000014007254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032771454,0.0003016085,0.00029462436,0.00019282907,0.00022751273,0.00023460574,0.00049690244,0.00036351886,0.001466154],"category_scores_gemma":[0.0008917851,0.00017840887,0.00020757888,0.00012209726,0.00015735373,0.00031714543,0.00018781569,0.00017909285,0.0002906653],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013239518,0.00015569369,0.005953501,0.00030413104,0.00009836274,0.00015141035,0.00018525515,0.6478481,0.22647047,0.001122275,0.00069183443,0.1156951],"study_design_scores_gemma":[0.000090802445,0.0010610103,0.0078074825,0.0000138059595,0.00006034746,0.00006471849,0.000047611327,0.9283681,0.060515344,0.00016399073,0.0017802035,0.00002658614],"about_ca_topic_score_codex":0.0033571944,"about_ca_topic_score_gemma":0.0039628064,"teacher_disagreement_score":0.0033571944,"about_ca_system_score_codex":0.00019527043,"about_ca_system_score_gemma":0.00035248918,"threshold_uncertainty_score":0.006675303},"labels":[],"label_agreement":null},{"id":"W1546927140","doi":"10.4271/2005-01-3137","title":"Finite Element Analysis of a Three-Point Belt Tension Tester","year":2005,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Finite element method; Tension (geology); Point (geometry); Computer science; Structural engineering; Materials science; Engineering; Geometry; Mathematics; Composite material; Compression (physics)","score_opus":0.009735821977376312,"score_gpt":0.22631672708856584,"score_spread":0.21658090511118952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1546927140","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2996784,0.0001121959,0.6879952,0.000208175,0.00003028996,0.00007819103,0.00014157944,0.00070780265,0.011048134],"genre_scores_gemma":[0.96970147,0.00004058571,0.025831822,0.000024720697,0.0000044446633,0.000042020612,0.00007787534,0.000052373456,0.004224696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973553,0.00006610255,0.000010895927,0.000030430278,0.00013349464,0.00002356869],"domain_scores_gemma":[0.99930453,0.00040458434,0.00006584307,0.00006418215,0.00013041704,0.000030384716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004625101,0.0004260864,0.00040772077,0.00049006124,0.00025627238,0.000517543,0.0010176586,0.0011961563,0.003761309],"category_scores_gemma":[0.0011819623,0.0003246546,0.00036051133,0.00026504198,0.0004592558,0.00047845734,0.0003646493,0.0003008859,0.00063886255],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050604576,0.00019708854,0.002597119,0.000112327005,0.00003460699,0.00040880474,0.0002578346,0.85197246,0.09979994,0.009722145,0.00059692987,0.033794653],"study_design_scores_gemma":[0.000007933557,0.000061776685,0.00040709748,0.00000447531,0.000004673208,0.000041282685,0.000023823508,0.99552083,0.0033676792,0.0002511406,0.00030306078,0.0000061532814],"about_ca_topic_score_codex":0.001955051,"about_ca_topic_score_gemma":0.0012090626,"teacher_disagreement_score":0.003761309,"about_ca_system_score_codex":0.0002815655,"about_ca_system_score_gemma":0.00046555555,"threshold_uncertainty_score":0.012582898},"labels":[],"label_agreement":null},{"id":"W1571981857","doi":"10.1109/ias.1990.152465","title":"The influence of cable swings on the electrical parameters of flexible cables","year":2002,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Reactance; Swing; Power cable; Electrical engineering; Power (physics); Engineering; Electrical network; Arc (geometry); Computer science; Voltage; Mechanical engineering; Physics; Materials science","score_opus":0.010261277524006986,"score_gpt":0.18871672644005744,"score_spread":0.17845544891605045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1571981857","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95237917,0.0002667047,0.04308534,0.0001028053,0.00001843586,0.000011078591,0.00011897507,0.0002144476,0.0038031528],"genre_scores_gemma":[0.99913114,0.00007276094,0.000476736,0.0000036199153,0.0000024183662,0.000002535625,0.000028331502,0.000015940848,0.0002666838],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984,0.00004649363,0.000004967599,0.000020888641,0.0000642663,0.000023289076],"domain_scores_gemma":[0.99925596,0.00049186544,0.00009073407,0.000065662156,0.0000604452,0.00003527927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002395523,0.00038085613,0.00026834183,0.00035021518,0.0002252887,0.0004546003,0.00018097287,0.0003770316,0.0011941856],"category_scores_gemma":[0.0023884475,0.00020575576,0.00027763838,0.00036368505,0.0004935899,0.0005619737,0.00033868128,0.000416588,0.00018201569],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003282667,0.000033393782,0.0034297965,0.000080386395,0.000026656873,0.00064552965,0.00012590429,0.86855954,0.1130416,0.0012259607,0.00022634194,0.012276571],"study_design_scores_gemma":[0.000028576122,0.00037000622,0.0054626637,0.000020528993,0.000026810703,0.00037336833,0.000090793765,0.9511097,0.040125176,0.0016455246,0.0007145577,0.000032198135],"about_ca_topic_score_codex":0.00088281115,"about_ca_topic_score_gemma":0.00058243657,"teacher_disagreement_score":0.0011941856,"about_ca_system_score_codex":0.00019577342,"about_ca_system_score_gemma":0.00011885913,"threshold_uncertainty_score":0.0039949417},"labels":[],"label_agreement":null},{"id":"W1580817002","doi":"10.15376/frc.2009.1.207","title":"Evolution of the Paper Structure Along the Length of a Twin-wire Former","year":2009,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations","funders":"","keywords":"Computer science; Geology","score_opus":0.0029732467630131402,"score_gpt":0.1791214771252342,"score_spread":0.17614823036222108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1580817002","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9918218,0.000023920391,0.0056574172,0.00003531084,0.000012152764,0.000012971278,0.00008108232,0.00007178599,0.002283423],"genre_scores_gemma":[0.99612767,0.000029748218,0.0027016962,0.000005086486,0.0000012768627,0.000008661495,0.00009545611,0.000011604263,0.0010188582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999256,0.000008238921,0.000004633248,0.000016573258,0.000023138708,0.0000218203],"domain_scores_gemma":[0.99975544,0.00007070812,0.000048486938,0.000034009314,0.000035447192,0.000055992474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018336973,0.0001955251,0.00027980385,0.00028556693,0.00035465113,0.00062710437,0.0004138888,0.0007317014,0.0017794246],"category_scores_gemma":[0.00066995807,0.00029219405,0.00038418054,0.0002887322,0.0005086634,0.0004825969,0.0002590461,0.00047426778,0.00016919202],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015506156,0.00007580253,0.005258806,0.000027304606,0.000018710372,0.00034033495,0.00009692296,0.9433374,0.045134302,0.00205613,0.00013588849,0.003363258],"study_design_scores_gemma":[0.000022231137,0.00011830476,0.0030622263,0.0000033454003,0.0000092962,0.00003836865,0.00004493015,0.9878967,0.008292688,0.00026983168,0.0002298953,0.000012193093],"about_ca_topic_score_codex":0.004394925,"about_ca_topic_score_gemma":0.0029595345,"teacher_disagreement_score":0.004394925,"about_ca_system_score_codex":0.00057687535,"about_ca_system_score_gemma":0.0005225141,"threshold_uncertainty_score":0.008738697},"labels":[],"label_agreement":null},{"id":"W1601216252","doi":"10.1155/2015/635230","title":"The Time-Varying Characteristics of Overhead Electric Transmission Lines Considering the Induced-Ice-Shedding Effect","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"China Scholarship Council; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; National Science Foundation","keywords":"Electric power transmission; Transmission line; Overhead (engineering); Transmission (telecommunications); Structural engineering; Mechanics; Icing; Tower; Engineering; Physics; Meteorology; Electrical engineering","score_opus":0.011058694377269297,"score_gpt":0.22949614701769144,"score_spread":0.21843745264042214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1601216252","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9429259,0.00006848406,0.05310113,0.000045271416,0.00001192532,0.000015090824,0.000079150166,0.00012313643,0.0036298689],"genre_scores_gemma":[0.99858665,0.000020702984,0.0009289063,0.0000016481218,0.0000017904034,0.0000027648189,0.00002500524,0.0000048277498,0.00042775006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99995077,0.000010426075,0.0000019288836,0.000010506365,0.000017652887,0.000008724565],"domain_scores_gemma":[0.99985147,0.00005389957,0.000035807534,0.000013532547,0.00003466335,0.000010591533],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009771782,0.0002387795,0.00009028926,0.0002537131,0.00011741596,0.00021815675,0.00019553781,0.00031171198,0.0009201054],"category_scores_gemma":[0.00046422347,0.00008062324,0.00012715333,0.00020638862,0.00015536159,0.00025740836,0.00011434558,0.00018251082,0.00012055786],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015520552,0.00006228107,0.02059902,0.00008585653,0.000022182807,0.0015277036,0.00039706228,0.85295635,0.09560898,0.0013680657,0.00046445042,0.026752869],"study_design_scores_gemma":[0.0000028797742,0.000051815205,0.008566217,0.0000059814965,0.0000070645065,0.00010811387,0.00007343743,0.9862731,0.0043473407,0.00017108617,0.00038704474,0.0000058466703],"about_ca_topic_score_codex":0.002065545,"about_ca_topic_score_gemma":0.0018709805,"teacher_disagreement_score":0.002065545,"about_ca_system_score_codex":0.00014994116,"about_ca_system_score_gemma":0.000114178554,"threshold_uncertainty_score":0.004107058},"labels":[],"label_agreement":null},{"id":"W163239058","doi":"10.1023/a:1026213630987","title":"Three-Dimensional Dynamics of a Flexible Marine Riser Undergoing Large Elastic Deformations","year":2003,"lang":"en","type":"article","venue":"Multibody System Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Catenary; Mechanics; Physics; Statics; Equations of motion; Classical mechanics; Cantilever; Mathematics; Engineering; Structural engineering","score_opus":0.006266352331509059,"score_gpt":0.20707502710786926,"score_spread":0.20080867477636022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W163239058","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97817296,0.00006863585,0.011676204,0.00037916304,0.000040959017,0.000024686695,0.0001828454,0.0001990225,0.009255468],"genre_scores_gemma":[0.99775827,0.000030136594,0.00057723257,0.000029326005,0.000006092827,0.0000066374278,0.00004902665,0.000015402016,0.0015279768],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999161,0.0000121808525,0.0000039877036,0.000015348165,0.000028285296,0.000024248695],"domain_scores_gemma":[0.999848,0.000035442965,0.000020497306,0.000013810385,0.0000145909025,0.00006765501],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001491216,0.00029554093,0.00048760814,0.0003038464,0.0008067506,0.0007066971,0.00052698614,0.0011732773,0.0029216073],"category_scores_gemma":[0.00047157,0.00023537492,0.0004793838,0.00027782904,0.0013136694,0.000669546,0.0012283389,0.000715825,0.000346703],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004826444,0.00014118475,0.0058727814,0.000057072084,0.00007910899,0.0038891544,0.00054123416,0.9457802,0.03328472,0.0031896587,0.00070819136,0.005974069],"study_design_scores_gemma":[0.000035100253,0.00016284891,0.009703799,0.0000065188156,0.00001778231,0.00020434012,0.00026539026,0.9870696,0.0013473433,0.00078337925,0.00036235596,0.00004165321],"about_ca_topic_score_codex":0.009091852,"about_ca_topic_score_gemma":0.004562011,"teacher_disagreement_score":0.009091852,"about_ca_system_score_codex":0.0003214807,"about_ca_system_score_gemma":0.0003803531,"threshold_uncertainty_score":0.01807785},"labels":[],"label_agreement":null},{"id":"W1641382973","doi":"10.1023/a:1012592113721","title":"Optimal Control of Flow-Induced Vibration of Pipeline","year":2001,"lang":"en","type":"article","venue":"Dynamics and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Vibration; Rigidity (electromagnetism); Mechanics; Vortex-induced vibration; Plug flow; Flow velocity; Internal flow; Fluid dynamics; Mathematics; Flow (mathematics); Control theory (sociology); Physics; Engineering; Structural engineering; Computer science; Acoustics","score_opus":0.0033980291253785893,"score_gpt":0.18529801031948773,"score_spread":0.18189998119410913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1641382973","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27300075,0.00053329085,0.7107617,0.0007823289,0.00022063275,0.000045521894,0.00004921175,0.00024153669,0.014365055],"genre_scores_gemma":[0.9944781,0.00007087171,0.0040655746,0.000022965076,0.000021482781,0.000012015392,0.000007822525,0.000010406321,0.0013107312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982554,0.000047661822,0.000005732888,0.000033081607,0.00004029221,0.000047724545],"domain_scores_gemma":[0.9997348,0.00014002911,0.000046578873,0.000008843885,0.00004730521,0.000022421926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039578567,0.00048987486,0.0004903357,0.00025429385,0.00032770896,0.0005992508,0.00036719465,0.00047892798,0.0016754095],"category_scores_gemma":[0.0012199582,0.00031739258,0.00022924558,0.0001435373,0.00075647794,0.00038691875,0.0005287109,0.0004716264,0.00009889569],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006809902,0.00017942302,0.00044327992,0.00018877558,0.00005419984,0.00010695533,0.00011690152,0.8750863,0.046371646,0.026909143,0.0012064832,0.048655927],"study_design_scores_gemma":[0.000027698421,0.00010006856,0.0002901988,0.0000032934106,0.0000050254785,0.0000057417183,0.00001013648,0.99496007,0.0012154448,0.0031943019,0.00018171611,0.0000061466135],"about_ca_topic_score_codex":0.004610568,"about_ca_topic_score_gemma":0.003304732,"teacher_disagreement_score":0.004610568,"about_ca_system_score_codex":0.00054498616,"about_ca_system_score_gemma":0.0007655137,"threshold_uncertainty_score":0.009167492},"labels":[],"label_agreement":null},{"id":"W1677508119","doi":"10.1063/1.1766745","title":"Simulation of Double-Seaming in a Two-piece Aluminum Can","year":2004,"lang":"en","type":"article","venue":"AIP conference proceedings","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Aluminium; Computer science; Computer graphics (images); Materials science; Composite material","score_opus":0.018198685144716446,"score_gpt":0.2550669536571311,"score_spread":0.23686826851241466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1677508119","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9233234,0.00020522736,0.0238194,0.0004621001,0.000121765035,0.0002108658,0.0010861922,0.00034398396,0.050427128],"genre_scores_gemma":[0.9835338,0.00011290709,0.008739249,0.0000730882,0.000007697652,0.00013309049,0.00058385474,0.00005675766,0.0067594796],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997559,0.000036393205,0.000010424709,0.000029151708,0.000076461176,0.00009165913],"domain_scores_gemma":[0.9992507,0.0003609214,0.00006347492,0.000049935632,0.00015842686,0.0001164788],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042171337,0.0004936695,0.00064419344,0.00058277807,0.0010497746,0.0010409912,0.0010006793,0.0021556295,0.0052095777],"category_scores_gemma":[0.0014289239,0.00043305027,0.0008465875,0.0006023079,0.0010089043,0.0005113895,0.000848882,0.00063937146,0.00043210617],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055782824,0.000052334795,0.001437962,0.000025796853,0.000008757782,0.00018466702,0.000058936283,0.994966,0.0010753062,0.0010742408,0.00033023657,0.0007299238],"study_design_scores_gemma":[0.00002558703,0.000043162698,0.0005497458,0.0000074854674,0.000005563305,0.00002087562,0.00006833053,0.9979607,0.00048425267,0.00021069298,0.0006165625,0.000007151196],"about_ca_topic_score_codex":0.02614342,"about_ca_topic_score_gemma":0.015943479,"teacher_disagreement_score":0.02614342,"about_ca_system_score_codex":0.0009980643,"about_ca_system_score_gemma":0.0019554463,"threshold_uncertainty_score":0.051982522},"labels":[],"label_agreement":null},{"id":"W1780705964","doi":"","title":"A new 3D finite element for sandwich structures with a viscoelastic core","year":2007,"lang":"en","type":"article","venue":"Canadian acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Finite element method; Viscoelasticity; Core (optical fiber); Structural engineering; Shearing (physics); Consistency (knowledge bases); Materials science; Engineering; Composite material; Geometry; Mathematics","score_opus":0.00780418570079265,"score_gpt":0.2097226009963589,"score_spread":0.20191841529556626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1780705964","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0035345294,0.00020660352,0.99050003,0.00013023562,0.00010678495,0.00010985164,0.00024523993,0.0005632221,0.0046035233],"genre_scores_gemma":[0.06922869,0.00049777946,0.9190432,0.00018073549,0.000039043647,0.00077176077,0.0006143005,0.00034007497,0.009284338],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963593,0.000076687575,0.000028356848,0.00005692147,0.00017722473,0.000024873647],"domain_scores_gemma":[0.99974686,0.000114871014,0.000021747723,0.00003365652,0.00006439577,0.00001851087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006559967,0.0009747796,0.0009054271,0.0009072925,0.0005597437,0.0010597303,0.0023143971,0.0027201534,0.010369389],"category_scores_gemma":[0.001122576,0.0009664965,0.0017849249,0.00053154817,0.0006179167,0.0009527702,0.0014714482,0.0014663467,0.0022986804],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008843836,0.00011940755,0.000949036,0.00037415515,0.000066202476,0.00023587183,0.0002781084,0.8746533,0.018478768,0.025349982,0.0039360556,0.07547062],"study_design_scores_gemma":[0.000013126614,0.000031830987,0.00006823888,0.00004063898,0.000009601192,0.000071530034,0.000018932184,0.98182976,0.0014462961,0.0012336725,0.015223351,0.000013112789],"about_ca_topic_score_codex":0.0034789348,"about_ca_topic_score_gemma":0.0043465937,"teacher_disagreement_score":0.010369389,"about_ca_system_score_codex":0.00052527984,"about_ca_system_score_gemma":0.0011659203,"threshold_uncertainty_score":0.03468907},"labels":[],"label_agreement":null},{"id":"W182911471","doi":"10.1007/978-94-007-0995-9_16","title":"Nonlinear Dynamics of Slender Cylinders Supported at Both Ends and Subjected to Axial Flow","year":2003,"lang":"en","type":"book-chapter","venue":"Fluid mechanics and its applications","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Dynamics (music); Mechanics; Nonlinear system; Flow (mathematics); Physics; Materials science; Acoustics","score_opus":0.008606906923399308,"score_gpt":0.20178349450838912,"score_spread":0.19317658758498982,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W182911471","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8346635,0.0009856446,0.08025309,0.00062681147,0.00017160218,0.00007096428,0.00018269413,0.00008656162,0.08295907],"genre_scores_gemma":[0.9368935,0.00058213266,0.00395451,0.000050124472,0.00007551345,0.00003455036,0.000098006894,0.000033867564,0.058277737],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999918,0.000016169388,0.0000021599005,0.000010808508,0.00003965861,0.000013182566],"domain_scores_gemma":[0.99985945,0.00005918481,0.000023449951,0.000011901471,0.00002796599,0.00001799212],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014976098,0.00036141998,0.00036402344,0.00037571284,0.00047918965,0.0006122158,0.00055121025,0.00052529114,0.0025142734],"category_scores_gemma":[0.0006106578,0.00021759629,0.00026476136,0.00020900244,0.0011646167,0.0005626632,0.0006040026,0.00033925893,0.0002925263],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000409868,0.00015778984,0.0021160222,0.0002116225,0.00003834955,0.00093152444,0.0012616682,0.7917249,0.062517114,0.105992995,0.0029399905,0.031698223],"study_design_scores_gemma":[0.000012528849,0.000056530604,0.0025806325,0.000009794602,0.0000042212287,0.0001272697,0.00015226132,0.9819319,0.002048812,0.011616481,0.0014398163,0.000019795983],"about_ca_topic_score_codex":0.0035136864,"about_ca_topic_score_gemma":0.002723524,"teacher_disagreement_score":0.0035136864,"about_ca_system_score_codex":0.00032501353,"about_ca_system_score_gemma":0.00028999132,"threshold_uncertainty_score":0.008411109},"labels":[],"label_agreement":null},{"id":"W1837594448","doi":"10.1520/stp11447s","title":"Pullout Resistance of Roofing Fasteners Using Different Methods","year":2003,"lang":"en","type":"book-chapter","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; National Research Council Canada","funders":"Ministère de la Défense Nationale; Public Works and Government Services Canada","keywords":"Resistance (ecology); Structural engineering; Engineering; Forensic engineering; Architectural engineering; Biology; Ecology","score_opus":0.025011208095474066,"score_gpt":0.2652367388007641,"score_spread":0.24022553070529,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1837594448","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954976,0.00059250044,0.0025958554,0.000020122443,0.000028357443,0.000032827364,0.0002550085,0.00010508232,0.0008727119],"genre_scores_gemma":[0.9875565,0.00059841195,0.0073273284,0.000033761797,0.000020772248,0.00004306799,0.0006838976,0.000056474626,0.0036798858],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99879396,0.000101388505,0.00011721935,0.00026895234,0.0006299884,0.00008859107],"domain_scores_gemma":[0.9976036,0.0005701674,0.0005219437,0.000285857,0.000935544,0.00008293042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092641125,0.0006703106,0.00031458877,0.0019000914,0.00034178898,0.00043052773,0.00056278927,0.0006038524,0.0021475889],"category_scores_gemma":[0.002434331,0.0002653884,0.00039683838,0.0009755972,0.00023849828,0.0007467168,0.00030852185,0.0005261879,0.0004007839],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062342425,0.00017890325,0.01071179,0.00032569066,0.00006746058,0.00017176152,0.00057081453,0.0009016533,0.9433378,0.00008513165,0.00022039752,0.042805124],"study_design_scores_gemma":[0.00001842787,0.0024814398,0.07558878,0.000032712112,0.00009865155,0.00026323518,0.000603354,0.002830698,0.9157942,0.00004971712,0.002167828,0.00007098946],"about_ca_topic_score_codex":0.0011586965,"about_ca_topic_score_gemma":0.0023401058,"teacher_disagreement_score":0.0021475889,"about_ca_system_score_codex":0.00023264445,"about_ca_system_score_gemma":0.00013561231,"threshold_uncertainty_score":0.0071843863},"labels":[],"label_agreement":null},{"id":"W1846002697","doi":"10.1007/s10483-015-1960-7","title":"Stability and local bifurcation of parameter-excited vibration of pipes conveying pulsating fluid under thermal loading","year":2015,"lang":"en","type":"article","venue":"Applied Mathematics and Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Bifurcation; Mechanics; Parameter space; Vibration; Instability; Parametric statistics; Singularity theory; Work (physics); Thermal; Normal mode; Physics; Critical speed; Mathematics; Singularity; Thermodynamics; Mathematical analysis; Nonlinear system; Geometry","score_opus":0.02331896333053975,"score_gpt":0.21684573563092494,"score_spread":0.19352677230038517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1846002697","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96714026,0.00019763478,0.02604696,0.00018101894,0.00002634027,0.00001971364,0.000041047395,0.00007348231,0.0062736184],"genre_scores_gemma":[0.998944,0.000029826293,0.0003826506,0.0000050509157,0.0000054099605,0.0000054654533,0.000010102674,0.00000638593,0.00061129674],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991524,0.000026633075,0.0000033100905,0.000020598196,0.00001786976,0.00001630479],"domain_scores_gemma":[0.9997347,0.00011306091,0.000061331135,0.000017742159,0.00004171848,0.0000314096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025801797,0.00027298878,0.000304218,0.0005600116,0.0004949501,0.0004781065,0.00030662463,0.00053459423,0.001680905],"category_scores_gemma":[0.0009831303,0.00017832791,0.00035579898,0.00016519015,0.00097325764,0.0005047315,0.0005730639,0.00037882492,0.00012980065],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024794561,0.00032229535,0.018392073,0.00042231445,0.0001911481,0.0023232258,0.0023783082,0.4495444,0.35667655,0.1280036,0.0022128075,0.03705385],"study_design_scores_gemma":[0.00003810548,0.00016353764,0.009816026,0.000017687551,0.000025776159,0.00021089001,0.000263702,0.9680568,0.007064827,0.013953436,0.00035161056,0.000037552476],"about_ca_topic_score_codex":0.0009847352,"about_ca_topic_score_gemma":0.00040691838,"teacher_disagreement_score":0.001680905,"about_ca_system_score_codex":0.0004066729,"about_ca_system_score_gemma":0.0002233497,"threshold_uncertainty_score":0.0056232214},"labels":[],"label_agreement":null},{"id":"W1869577679","doi":"10.1139/l11-064","title":"Response of multistory friction pendulum base-isolated buildings including the vertical component of earthquakes","year":2011,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pendulum; Structural engineering; Base isolation; Acceleration; Base (topology); Shear (geology); Superstructure; Geotechnical engineering; Geology; Engineering; Displacement (psychology); Component (thermodynamics); Peak ground acceleration; Ground motion; Mathematics; Physics","score_opus":0.015877535714513526,"score_gpt":0.1853534239597823,"score_spread":0.16947588824526877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1869577679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970534,0.000014944598,0.0025875322,0.0000042289753,0.0000027863566,0.0000027849273,0.000010058448,0.000022218215,0.00030200247],"genre_scores_gemma":[0.9995383,0.000012178585,0.00031732192,0.000002330425,6.2798915e-7,0.000001807925,0.000013378518,0.000002154514,0.00011206088],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999928,0.00001251696,0.0000037973305,0.000015031586,0.000019279949,0.000021351381],"domain_scores_gemma":[0.99983394,0.000055253095,0.000034710705,0.000022666763,0.000027470136,0.000026025396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010883515,0.00036220503,0.00027012997,0.00020397158,0.00012814863,0.00016994288,0.00022731954,0.00025249613,0.0011365165],"category_scores_gemma":[0.0004756838,0.0001315497,0.00021550513,0.00011715594,0.00013903633,0.00015257909,0.00028557348,0.0001466287,0.00012863945],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015154945,0.00028889743,0.023782566,0.00021029895,0.00012290482,0.0014577789,0.0003671399,0.37890306,0.56084037,0.00040346276,0.00021496169,0.031893183],"study_design_scores_gemma":[0.000038611135,0.001584248,0.06316878,0.00001817173,0.00007927925,0.00030803878,0.00034854573,0.8428014,0.09086922,0.00025333287,0.0005066684,0.000023743027],"about_ca_topic_score_codex":0.0009392322,"about_ca_topic_score_gemma":0.0009971248,"teacher_disagreement_score":0.0011365165,"about_ca_system_score_codex":0.00011012958,"about_ca_system_score_gemma":0.00009495943,"threshold_uncertainty_score":0.0038020015},"labels":[],"label_agreement":null},{"id":"W1896014101","doi":"10.1109/eeic.1999.826286","title":"Using fiber-optic sensors to measure strain in motor stator end windings during operation","year":2003,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TECO-Westinghouse (Canada)","funders":"","keywords":"Horsepower; Strain gauge; Stator; Electromagnetic coil; Measure (data warehouse); Optical fiber; Stress (linguistics); Reliability (semiconductor); Voltage; Structural engineering; Engineering; Mechanical engineering; Automotive engineering; Electrical engineering; Computer science; Physics; Telecommunications","score_opus":0.01459925008696723,"score_gpt":0.2226778701014535,"score_spread":0.2080786200144863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1896014101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8665891,0.0010632662,0.12908952,0.000079940575,0.00012884718,0.00009101535,0.00020888748,0.00053762493,0.0022117596],"genre_scores_gemma":[0.9345551,0.00055123627,0.06255563,0.00005309153,0.000035415862,0.000052839077,0.00014914517,0.000022130198,0.0020253744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967206,0.000037623795,0.00001742595,0.000049841245,0.00019921274,0.000023846815],"domain_scores_gemma":[0.9993736,0.00018284815,0.00015981747,0.000048223552,0.0002065787,0.000028960454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031132795,0.000487278,0.00023663616,0.00054760295,0.00016846326,0.00022205211,0.00031201998,0.00041769847,0.0004577595],"category_scores_gemma":[0.00076795404,0.00017167104,0.00009905435,0.00030760845,0.00030009807,0.0005432296,0.00018163568,0.00024637493,0.00018278511],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015795846,0.00011687495,0.008958512,0.00009214743,0.00002321218,0.00007032713,0.00013209219,0.0010564912,0.92054784,0.0002311958,0.00022745086,0.06838593],"study_design_scores_gemma":[0.00003513266,0.0011682131,0.044097524,0.000029285791,0.00006133512,0.0010784927,0.00012247042,0.018302113,0.93085515,0.0002394438,0.003948051,0.00006271568],"about_ca_topic_score_codex":0.000480857,"about_ca_topic_score_gemma":0.0014687818,"teacher_disagreement_score":0.00054760295,"about_ca_system_score_codex":0.00015485489,"about_ca_system_score_gemma":0.0001481249,"threshold_uncertainty_score":0.0016465187},"labels":[],"label_agreement":null},{"id":"W1902551273","doi":"10.1115/1.4031600","title":"Three-Dimensional Nonlinear Global Dynamics of Axially Moving Viscoelastic Beams","year":2015,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"University of Wollongong","keywords":"Galerkin method; Nonlinear system; Bifurcation; Classical mechanics; Axial symmetry; Eigenfunction; Inertia; Viscoelasticity; Physics; Fourier transform; Mathematical analysis; Dissipation; Generalized coordinates; Mechanics; Mathematics; Geometry; Eigenvalues and eigenvectors","score_opus":0.008850857001469372,"score_gpt":0.2244252161437361,"score_spread":0.21557435914226672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1902551273","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92228186,0.00008808668,0.0739157,0.0000798421,0.000008197472,0.000012755756,0.00003156306,0.000048135957,0.003533822],"genre_scores_gemma":[0.9929913,0.00006452002,0.005693615,0.000011877902,0.0000026650616,0.000018756444,0.000020808231,0.000007207005,0.0011891667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999961,0.000009328481,0.0000016066931,0.000006781742,0.000013751238,0.000007666011],"domain_scores_gemma":[0.9999125,0.000040334664,0.0000176626,0.000007945941,0.000012221045,0.000009251704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015655872,0.00020444121,0.00022766637,0.0001869151,0.00021745007,0.00030178222,0.00021779056,0.00031167752,0.0006991186],"category_scores_gemma":[0.00032649928,0.00010617627,0.00022025622,0.00017839391,0.00053329545,0.0003491965,0.00031943008,0.00022241635,0.000071966904],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008222679,0.000038729853,0.0027444651,0.000050556337,0.000025777043,0.0002866534,0.0003061399,0.88567847,0.08445417,0.014229337,0.00016036905,0.011943124],"study_design_scores_gemma":[0.000005844579,0.000046263205,0.0010395854,0.0000029954792,0.000004677545,0.000023329028,0.000034157627,0.9946532,0.0029615595,0.0010093685,0.00021223372,0.00000678461],"about_ca_topic_score_codex":0.0014667768,"about_ca_topic_score_gemma":0.0013111089,"teacher_disagreement_score":0.0014667768,"about_ca_system_score_codex":0.00019744181,"about_ca_system_score_gemma":0.00030311872,"threshold_uncertainty_score":0.0029164553},"labels":[],"label_agreement":null},{"id":"W1964601684","doi":"10.1016/j.jsv.2005.09.013","title":"Numerical investigation of the modal sensitivity of suspended cables with localized damage","year":2005,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Modal; Structural engineering; Stiffness; Parametric statistics; Vibration; Bending stiffness; Bending; Modal analysis; Sensitivity (control systems); Extensibility; Finite element method; Materials science; Engineering; Computer science; Acoustics; Composite material; Mathematics; Physics; Electronic engineering","score_opus":0.007484173293059825,"score_gpt":0.20119220899365298,"score_spread":0.19370803570059314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964601684","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9834726,0.00014281571,0.010799509,0.00020715022,0.000027071888,0.000018624452,0.00008088743,0.00011428734,0.005137107],"genre_scores_gemma":[0.9987116,0.000030888223,0.000843429,0.000013410189,0.0000048488882,0.000003741146,0.000016066007,0.00000653619,0.0003695879],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998305,0.00004848646,0.0000083235755,0.000026817426,0.000046212353,0.00003959222],"domain_scores_gemma":[0.997712,0.0016979495,0.00018427311,0.00011739292,0.0001929406,0.0000954587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005016472,0.0004109892,0.00049176894,0.0005829283,0.00044005096,0.0005202616,0.0005719379,0.0016602024,0.0022392129],"category_scores_gemma":[0.0043718675,0.00044506352,0.00046102254,0.0004247277,0.0009422002,0.0006057344,0.0006833604,0.000560333,0.00011429097],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018471925,0.000092197915,0.0026490525,0.00005783679,0.000029162542,0.00036820126,0.00007221978,0.975083,0.017477429,0.0009827191,0.00017510112,0.0028283938],"study_design_scores_gemma":[0.0000128263755,0.000052828207,0.0013014937,0.0000047297103,0.000008338675,0.000046457,0.000037616323,0.9969137,0.0013792613,0.00018563245,0.000048947975,0.000008263847],"about_ca_topic_score_codex":0.0044310885,"about_ca_topic_score_gemma":0.0025857314,"teacher_disagreement_score":0.0044310885,"about_ca_system_score_codex":0.00048760418,"about_ca_system_score_gemma":0.00032968406,"threshold_uncertainty_score":0.008810639},"labels":[],"label_agreement":null},{"id":"W1964802221","doi":"10.1139/l09-160","title":"Dynamic response of transmission lines guyed towers under wind loading","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; Université de Sherbrooke","keywords":"Tower; Structural engineering; Transmission line; Transient response; Response analysis; Electric power transmission; Current (fluid); Transient (computer programming); Line (geometry); Transmission tower; Dynamic loading; Engineering; Computer science; Mathematics; Electrical engineering","score_opus":0.004209333911924351,"score_gpt":0.18797208861954318,"score_spread":0.18376275470761883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964802221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935355,0.000026952195,0.005069846,0.000015006579,0.000007694506,0.000008867909,0.00008225409,0.00007857038,0.0011752438],"genre_scores_gemma":[0.99953556,0.0000117433365,0.00021643522,0.0000023946961,8.802221e-7,0.0000024519943,0.000043655058,0.0000031764318,0.00018374049],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998714,0.000026589578,0.000007755325,0.000028886396,0.00003698945,0.000028467206],"domain_scores_gemma":[0.99975365,0.00009203022,0.00004604586,0.000029470613,0.000054943903,0.000023874112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015715459,0.00031406374,0.00024462712,0.00030265265,0.00016578614,0.00027033375,0.00019657756,0.00043003267,0.0010965755],"category_scores_gemma":[0.00057698804,0.00013798226,0.0001794123,0.00014878044,0.0002922637,0.00024042568,0.0001619173,0.00017983413,0.00025312428],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011260157,0.00011008498,0.021215312,0.0001283834,0.000060758528,0.0018500738,0.00029926567,0.47599232,0.4757598,0.00042346102,0.00055156305,0.022482911],"study_design_scores_gemma":[0.000036932797,0.0007308368,0.08081575,0.000020017414,0.00003565306,0.00040297338,0.0003072368,0.86834365,0.04842849,0.00026781036,0.0005642022,0.000046485995],"about_ca_topic_score_codex":0.0013881451,"about_ca_topic_score_gemma":0.0012051947,"teacher_disagreement_score":0.0013881451,"about_ca_system_score_codex":0.00015717107,"about_ca_system_score_gemma":0.000059483755,"threshold_uncertainty_score":0.0036684275},"labels":[],"label_agreement":null},{"id":"W1965421016","doi":"10.1115/fedsm-icnmm2010-31053","title":"An Analytical Study of the Dynamics of Pipes Conveying Fluid of Axially Varying Density","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Axial symmetry; Mechanics; Galerkin method; Flutter; Cantilever; Constant (computer programming); Fluid dynamics; Pipe flow; Flow (mathematics); Physics; Structural engineering; Engineering; Finite element method; Aerodynamics; Computer science","score_opus":0.008133883576093954,"score_gpt":0.2311047975475822,"score_spread":0.22297091397148824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965421016","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4193175,0.004635544,0.5240461,0.0016336009,0.00024098047,0.00014069678,0.00026461403,0.00026011936,0.049460713],"genre_scores_gemma":[0.9697091,0.0015516792,0.013636566,0.000106212814,0.00013009792,0.00006485431,0.00007265887,0.00005062915,0.014678239],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999894,0.000022287082,0.0000026908479,0.000022945636,0.000040544797,0.000017414482],"domain_scores_gemma":[0.9997868,0.00008903571,0.00006000799,0.0000110751325,0.000036136356,0.000017015305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020058546,0.00052738667,0.00041085348,0.0004941925,0.00037759257,0.0005561967,0.0006299438,0.00095230964,0.0015095846],"category_scores_gemma":[0.0011618515,0.00026649947,0.0004847749,0.00031912662,0.0014954096,0.00076401274,0.00074500556,0.0006799466,0.00023809272],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000064082946,0.00008784264,0.0017700933,0.00029744356,0.000036713267,0.0009790988,0.00048461396,0.8775943,0.034210138,0.07123103,0.0013456462,0.011899099],"study_design_scores_gemma":[0.0000028244242,0.000047716287,0.0005088791,0.000012342946,0.000004576569,0.000083378516,0.00004456899,0.9934968,0.0006578982,0.004196588,0.0009349023,0.000009557521],"about_ca_topic_score_codex":0.0027621763,"about_ca_topic_score_gemma":0.0015781117,"teacher_disagreement_score":0.0027621763,"about_ca_system_score_codex":0.00039232665,"about_ca_system_score_gemma":0.0005814321,"threshold_uncertainty_score":0.00549227},"labels":[],"label_agreement":null},{"id":"W1965518095","doi":"10.1115/1.1286019","title":"Analysis of Hydroelastic Instabilities of Rectangular Parallel-Plate Assemblies","year":2000,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flutter; Galerkin method; Instability; Physics; Mechanics; Multiple-scale analysis; Potential flow; Boundary value problem; Choked flow; Normal mode; Vibration; Perturbation (astronomy); Divergence (linguistics); Fourier transform; Mathematical analysis; Classical mechanics; Mathematics; Aerodynamics; Acoustics; Nonlinear system; Supersonic speed","score_opus":0.004927133501514118,"score_gpt":0.20880889196402233,"score_spread":0.20388175846250822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965518095","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8818981,0.00035972768,0.11139538,0.000053654785,0.000011678899,0.0000291279,0.000040439194,0.00012363447,0.0060881865],"genre_scores_gemma":[0.9931144,0.0000823111,0.0057739434,0.000004171866,0.000003848981,0.000013432998,0.00002234945,0.00000807921,0.0009773822],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999219,0.000013611642,0.000002444358,0.00001383854,0.000036507572,0.000011661346],"domain_scores_gemma":[0.9998332,0.0000623056,0.0000430661,0.000011535482,0.000037603208,0.0000122982665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018372816,0.00024037434,0.00017905033,0.00046485377,0.00016740148,0.00022081427,0.00021177932,0.00019422779,0.00094301254],"category_scores_gemma":[0.0005408461,0.00013039439,0.00013894224,0.00019774251,0.00045144552,0.00024211324,0.00022931663,0.00014240293,0.00017226841],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033138157,0.000091161186,0.008826209,0.00021791008,0.00004829415,0.0009963677,0.00037648686,0.51639026,0.41444987,0.015620243,0.000468908,0.04218288],"study_design_scores_gemma":[0.000009163027,0.00007872705,0.004509598,0.000008154491,0.0000057313478,0.00014455851,0.00006054096,0.9731513,0.020449238,0.0010595672,0.00051256496,0.000010823489],"about_ca_topic_score_codex":0.0004473293,"about_ca_topic_score_gemma":0.0002620886,"teacher_disagreement_score":0.00094301254,"about_ca_system_score_codex":0.00016045707,"about_ca_system_score_gemma":0.00016998404,"threshold_uncertainty_score":0.003154695},"labels":[],"label_agreement":null},{"id":"W1965884083","doi":"10.1016/j.jcsr.2011.10.018","title":"Variation of damping and stiffness of lattice towers with load level","year":2011,"lang":"en","type":"article","venue":"Journal of Constructional Steel Research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Structural engineering; Lattice (music); Transmission line; Engineering; Wind engineering; Tower; Variation (astronomy); Electrical conductor; Physics; Acoustics; Electrical engineering","score_opus":0.07966665724878337,"score_gpt":0.29597148980886484,"score_spread":0.21630483256008148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965884083","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99708575,0.0000135745495,0.002078861,0.000009439275,0.0000017017313,0.0000020240636,0.00007631961,0.0000237907,0.0007084921],"genre_scores_gemma":[0.9996525,0.0000034779102,0.00018044934,8.6828015e-7,5.777879e-7,8.879558e-7,0.000026034128,0.0000031368593,0.00013209123],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988675,0.0000218269,0.000004233146,0.000022985352,0.000038191585,0.000026049045],"domain_scores_gemma":[0.99860805,0.000856416,0.00016060733,0.000059053942,0.00019150783,0.00012442094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002073751,0.0001530979,0.00014451912,0.00050922733,0.00022665686,0.00026984912,0.00022892603,0.00033476367,0.0027056385],"category_scores_gemma":[0.0013882555,0.00024279053,0.00017653866,0.00026726027,0.00034362858,0.00025057636,0.00014194282,0.00026816153,0.0003930557],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026290712,0.00031208116,0.13958873,0.00017277201,0.00011896753,0.0008121369,0.0011772205,0.14231314,0.6732856,0.0013335287,0.00056569156,0.03769111],"study_design_scores_gemma":[0.00006463003,0.00059968996,0.6343937,0.000022627031,0.00006346852,0.00052750326,0.0007138249,0.3136034,0.04875134,0.0005931702,0.0005924547,0.00007426919],"about_ca_topic_score_codex":0.0018174561,"about_ca_topic_score_gemma":0.0022736508,"teacher_disagreement_score":0.0027056385,"about_ca_system_score_codex":0.00017523822,"about_ca_system_score_gemma":0.0001505957,"threshold_uncertainty_score":0.009051263},"labels":[],"label_agreement":null},{"id":"W1966387930","doi":"10.1115/imece2014-37283","title":"Nonlinear Vibrations of Plates in Axial Pulsating Flow","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mechanics; Galerkin method; Inviscid flow; Nonlinear system; Inertia; Vibration; Pulsatile flow; Physics; Flow (mathematics); Potential flow; Classical mechanics; Acoustics","score_opus":0.005268676147674651,"score_gpt":0.2006094801328084,"score_spread":0.19534080398513376,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966387930","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81976485,0.00047457212,0.16637534,0.00014946355,0.00005702754,0.000043886626,0.000045544784,0.00010679631,0.0129824225],"genre_scores_gemma":[0.9931432,0.00016455563,0.0038797038,0.0000136537565,0.000014222691,0.000018445136,0.000017183807,0.000009751918,0.0027393603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999912,0.000025592772,0.0000027299893,0.000013066998,0.00003411034,0.000012421142],"domain_scores_gemma":[0.9998462,0.00007809431,0.00003487754,0.000011596751,0.000017028458,0.0000121045705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017629121,0.00041420237,0.00023428877,0.00032447177,0.000210754,0.0003843677,0.00030509374,0.00032227577,0.0008870389],"category_scores_gemma":[0.00043432444,0.00014419756,0.00022367257,0.0001594968,0.0014246467,0.00027559977,0.0005364878,0.00035069225,0.00014364177],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020981302,0.000045134722,0.0019900044,0.00021543277,0.000031345477,0.000984844,0.0004225667,0.726894,0.2253171,0.030655809,0.00026780833,0.012966048],"study_design_scores_gemma":[0.000013909214,0.00012093327,0.0018448792,0.000013120642,0.00000840806,0.00016885319,0.000103743776,0.980254,0.012259708,0.0047059343,0.00048628906,0.00002026384],"about_ca_topic_score_codex":0.0007092313,"about_ca_topic_score_gemma":0.00026691295,"teacher_disagreement_score":0.0008870389,"about_ca_system_score_codex":0.00019648796,"about_ca_system_score_gemma":0.00019060315,"threshold_uncertainty_score":0.0029674172},"labels":[],"label_agreement":null},{"id":"W1966894698","doi":"10.1007/s00419-010-0446-3","title":"Nonlinear dynamic response of axially moving, stretched viscoelastic strings","year":2010,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Axial symmetry; Viscoelasticity; Nonlinear system; Classical mechanics; Bifurcation; Mathematical analysis; Equations of motion; Physics; Constitutive equation; Mechanics; Vibration; Eigenfunction; String (physics); Limit cycle; Natural frequency; Mathematics; Limit (mathematics); Finite element method; Geometry","score_opus":0.002931356256362366,"score_gpt":0.19442031822383485,"score_spread":0.19148896196747248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966894698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99233174,0.000059851438,0.0032685695,0.00006209841,0.000018405053,0.0000067636256,0.000035395362,0.000024220273,0.00419286],"genre_scores_gemma":[0.99617934,0.000042777516,0.0004436106,0.000019132567,0.000006852691,0.0000050730014,0.000037212925,0.00000762435,0.0032583266],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99992347,0.0000133758,0.000003666763,0.000015840256,0.000027049407,0.000016521164],"domain_scores_gemma":[0.99965835,0.00018615134,0.00004419463,0.000028884704,0.000043909957,0.00003849606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015956222,0.0001907144,0.00019655994,0.00027028966,0.00023318833,0.00029215642,0.00020976407,0.0003926505,0.0034513662],"category_scores_gemma":[0.0010275827,0.00012748719,0.00014473632,0.00017296034,0.00041884478,0.00035403686,0.00038018072,0.0002863644,0.00033675515],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016205977,0.00031980555,0.0037216488,0.00016549118,0.000053290045,0.0012290679,0.00068309496,0.13695255,0.81828904,0.0039686076,0.00078825554,0.032208573],"study_design_scores_gemma":[0.000042619242,0.00069753616,0.027878772,0.000032406842,0.000021968382,0.0004445175,0.0004356729,0.9068777,0.060575183,0.0018331733,0.001109674,0.000050749593],"about_ca_topic_score_codex":0.00042255945,"about_ca_topic_score_gemma":0.00037302368,"teacher_disagreement_score":0.0034513662,"about_ca_system_score_codex":0.0001625184,"about_ca_system_score_gemma":0.000098855344,"threshold_uncertainty_score":0.011546016},"labels":[],"label_agreement":null},{"id":"W1967402412","doi":"10.4028/www.scientific.net/amm.367.68","title":"Dynamic Stability and Natural Frequency of Composite Corrugated Bellows Expansion Joint","year":2013,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SAIT Polytechnic","funders":"","keywords":"Bellows; Finite element method; Stability (learning theory); Natural frequency; Structural engineering; Joint (building); Composite number; Expansion joint; Materials science; Engineering; Physics; Composite material; Computer science; Mechanical engineering; Vibration; Acoustics","score_opus":0.005403245441642205,"score_gpt":0.17928684974066436,"score_spread":0.17388360429902217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967402412","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76891625,0.00032596683,0.22243865,0.000055533576,0.00003215496,0.000011982498,0.00007676895,0.00021011206,0.007932579],"genre_scores_gemma":[0.99512535,0.000051680898,0.003818867,0.0000018413203,0.0000028544616,0.0000061346686,0.00002572541,0.00001085955,0.0009566782],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999833,0.00001846072,0.000005633612,0.00003860467,0.00008836705,0.00001599795],"domain_scores_gemma":[0.99982554,0.00005976872,0.000040869076,0.000017775596,0.00004800244,0.000008019534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001786436,0.0002063353,0.00013659813,0.00052640407,0.00015122842,0.00019914193,0.00022353804,0.00023130303,0.0011849779],"category_scores_gemma":[0.00068018894,0.00009503862,0.00020048735,0.00017770837,0.00033282378,0.00031926812,0.00016935293,0.00012298203,0.0001448208],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053132384,0.00005926924,0.011850712,0.00023414238,0.000029151079,0.0007637467,0.00036006066,0.52473855,0.31807372,0.0386948,0.0009280057,0.10373657],"study_design_scores_gemma":[0.000010040574,0.0001360256,0.011816025,0.000010627335,0.000014350439,0.00034427035,0.000057437683,0.95094323,0.030970262,0.0041585523,0.0015047869,0.000034421664],"about_ca_topic_score_codex":0.0012464687,"about_ca_topic_score_gemma":0.00081331196,"teacher_disagreement_score":0.0012464687,"about_ca_system_score_codex":0.00021020153,"about_ca_system_score_gemma":0.00019017309,"threshold_uncertainty_score":0.003964126},"labels":[],"label_agreement":null},{"id":"W1968113611","doi":"10.1016/j.apm.2007.09.004","title":"Vibration analysis of rectangular plates coupled with fluid","year":2007,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":178,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; École de Technologie Supérieure; Polytechnique Montréal","funders":"","keywords":"Vibration; Shell (structure); Bernoulli's principle; Finite element method; Added mass; Displacement (psychology); Plane (geometry); Structural engineering; Mathematical analysis; Mechanics; Mathematics; Physics; Engineering; Geometry; Mechanical engineering; Acoustics","score_opus":0.009140940149111437,"score_gpt":0.20083154962901859,"score_spread":0.19169060947990715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968113611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6174873,0.0007639262,0.36575335,0.00034993724,0.00014367992,0.00006143101,0.000049912825,0.00021659069,0.0151738785],"genre_scores_gemma":[0.99229217,0.00016025436,0.0031022201,0.000025976487,0.000020528056,0.000015408124,0.000014940519,0.000019045265,0.004349333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998005,0.00005986797,0.000005641036,0.00003364052,0.0000659442,0.000034516474],"domain_scores_gemma":[0.9996623,0.00020197062,0.000045547324,0.000017170121,0.00004638303,0.00002673203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035669495,0.00049349724,0.0005092548,0.0004226813,0.00023263581,0.0005009207,0.00056730944,0.00080906594,0.0021506513],"category_scores_gemma":[0.00090420764,0.0002770482,0.00039531486,0.000267716,0.001229132,0.00046251647,0.00077900745,0.00036165246,0.0002479063],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00063433906,0.00008295007,0.0015807606,0.0002271925,0.00010128152,0.00089273386,0.00044143968,0.84424955,0.11397982,0.021763207,0.0005096168,0.015537162],"study_design_scores_gemma":[0.000013355888,0.00008417996,0.00082059007,0.0000072613384,0.000008459656,0.00004829818,0.00005836812,0.99483925,0.0024556362,0.0014432251,0.00021018325,0.000011117908],"about_ca_topic_score_codex":0.0019506922,"about_ca_topic_score_gemma":0.00089079567,"teacher_disagreement_score":0.0021506513,"about_ca_system_score_codex":0.0002849178,"about_ca_system_score_gemma":0.0003024349,"threshold_uncertainty_score":0.0071946383},"labels":[],"label_agreement":null},{"id":"W1968596561","doi":"10.1016/s1350-4177(99)00034-6","title":"Scale-up of sonic energy for a major industrial application: ash conditioning for power utilities that use fluidized bed combustion","year":2000,"lang":"en","type":"article","venue":"Ultrasonics Sonochemistry","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"EnviroSim (Canada)","funders":"","keywords":"Combustion; Coal; Fluidized bed combustion; Environmental science; Fluidized bed; Waste management; Process engineering; Power (physics); Engineering; Chemistry; Thermodynamics; Physics","score_opus":0.015338829024592533,"score_gpt":0.21737649983362875,"score_spread":0.20203767080903623,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968596561","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9684276,0.0008046087,0.023272147,0.00033223696,0.000121189376,0.0004868967,0.0004236441,0.00060604315,0.0055256006],"genre_scores_gemma":[0.9715883,0.00049448764,0.023579257,0.00012513304,0.000025255607,0.00015136106,0.00043034722,0.00008056185,0.0035252848],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971086,0.000029728906,0.000017106555,0.000046361667,0.00014272473,0.000053057032],"domain_scores_gemma":[0.9997137,0.00003713152,0.00002032479,0.000052430492,0.00012501581,0.000051278646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038052662,0.00054978515,0.00048946013,0.0006381001,0.00055221806,0.00060363056,0.00046793782,0.0006173992,0.0031601153],"category_scores_gemma":[0.00054305233,0.00021156679,0.0008626674,0.00046335382,0.00038749902,0.0007073214,0.0006965934,0.00102285,0.00084408367],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001881563,0.00047115065,0.0008353005,0.00012673254,0.000032789998,0.00006242229,0.00007841995,0.0012091671,0.96788746,0.00039747762,0.00043859417,0.028272424],"study_design_scores_gemma":[0.00010231529,0.0011965252,0.007968065,0.000015634276,0.00008932391,0.00009641349,0.00013945765,0.0029933036,0.9814844,0.00025938984,0.0056332024,0.000022023863],"about_ca_topic_score_codex":0.0025759535,"about_ca_topic_score_gemma":0.005068489,"teacher_disagreement_score":0.0031601153,"about_ca_system_score_codex":0.0005650424,"about_ca_system_score_gemma":0.0008765278,"threshold_uncertainty_score":0.010571659},"labels":[],"label_agreement":null},{"id":"W1970339266","doi":"10.1177/1077546311419546","title":"Vibration suppression using two-terminal flywheel. Part I: Modeling and characterization","year":2011,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Beijing Municipal Science and Technology Commission; Natural Science Foundation of Chongqing; Natural Sciences and Engineering Research Council of Canada; Chongqing Science and Technology Commission; National Natural Science Foundation of China","keywords":"Flywheel; Terminal (telecommunication); Vibration; Control theory (sociology); Engineering; Ideal (ethics); Structural engineering; Rotation (mathematics); Topology (electrical circuits); Computer science; Mechanical engineering; Physics; Acoustics; Electrical engineering; Control (management); Telecommunications","score_opus":0.016198086900590915,"score_gpt":0.21801981557742725,"score_spread":0.20182172867683634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970339266","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54924387,0.000917419,0.4428988,0.00019239512,0.00005915627,0.00024181147,0.00020724103,0.0005916663,0.0056477063],"genre_scores_gemma":[0.9690831,0.00016675201,0.028703423,0.00000934353,0.0000040723016,0.00006659945,0.0000839289,0.0000103160055,0.0018724793],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998634,0.000013273318,0.000005033219,0.000029158124,0.00007893774,0.000010245758],"domain_scores_gemma":[0.9998956,0.000030304958,0.000026145419,0.000019836416,0.000021129756,0.000007054246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016661464,0.0003887878,0.00034418018,0.0002386352,0.00018692491,0.00039343134,0.00065269676,0.0004613617,0.00084766635],"category_scores_gemma":[0.00024290793,0.00013304486,0.00028869507,0.00014730517,0.00026267098,0.0004817312,0.00020092254,0.00016542438,0.00019195826],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002305588,0.00009238474,0.0016328959,0.00038857464,0.000038705253,0.0003328737,0.00019393847,0.08077033,0.8831311,0.003213315,0.00029839997,0.029676858],"study_design_scores_gemma":[0.00004105379,0.00089890923,0.0033831063,0.00002422199,0.000022733544,0.00028978637,0.00005727069,0.7777562,0.21074745,0.0007860697,0.0059576156,0.00003554387],"about_ca_topic_score_codex":0.00078618753,"about_ca_topic_score_gemma":0.0011849237,"teacher_disagreement_score":0.00084766635,"about_ca_system_score_codex":0.0002947182,"about_ca_system_score_gemma":0.00022947673,"threshold_uncertainty_score":0.0028357506},"labels":[],"label_agreement":null},{"id":"W1970711204","doi":"10.4028/www.scientific.net/amm.193-194.839","title":"Experiment Study on the Phenomenological Model of Bolted Joint Connections","year":2012,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Association of Emergency Physicians","funders":"","keywords":"Phenomenological model; Joint (building); Structural engineering; Nonlinear system; Engineering; Phenomenological method; Mathematics; Physics; Epistemology; Philosophy; Statistics","score_opus":0.041530818356294394,"score_gpt":0.22970394992212845,"score_spread":0.18817313156583404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970711204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9278627,0.00015799527,0.06995461,0.00007118831,0.000046091194,0.00008031513,0.00007179476,0.00025021558,0.0015050214],"genre_scores_gemma":[0.99339384,0.00008825514,0.005862049,0.000010810786,0.000010929763,0.00002698963,0.000044110297,0.000008759827,0.00055438257],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993698,0.0001495787,0.000029227007,0.00020609188,0.00020562092,0.000039735914],"domain_scores_gemma":[0.9992206,0.000291024,0.0001000876,0.00019108386,0.00014939172,0.00004787203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008053696,0.0007123139,0.0003266537,0.00033289485,0.00058282947,0.0003596658,0.0009938759,0.0008017955,0.002887068],"category_scores_gemma":[0.0011291266,0.00047471328,0.0005066043,0.00023525604,0.0009841223,0.0018423569,0.0004620615,0.0005218668,0.0003132029],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061521924,0.00039404567,0.0056152046,0.00031291432,0.000051437204,0.0005691025,0.001136298,0.019770479,0.95844483,0.0030412534,0.0002689014,0.009780293],"study_design_scores_gemma":[0.00028411765,0.010703694,0.031148704,0.00006439502,0.00028748674,0.0016904529,0.0015387316,0.34686965,0.59690315,0.0051960675,0.0051152566,0.00019834645],"about_ca_topic_score_codex":0.00020753295,"about_ca_topic_score_gemma":0.00022735985,"teacher_disagreement_score":0.002887068,"about_ca_system_score_codex":0.00020791401,"about_ca_system_score_gemma":0.0001690609,"threshold_uncertainty_score":0.009658217},"labels":[],"label_agreement":null},{"id":"W1970952901","doi":"10.1016/j.crme.2014.01.001","title":"Exact geometric theory for flexible, fluid-conducting tubes","year":2014,"lang":"en","type":"article","venue":"Comptes Rendus Mécanique","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Defense Threat Reduction Agency","keywords":"Mechanics; Mathematics; Computer science; Physics","score_opus":0.02445573267606933,"score_gpt":0.2466030171246715,"score_spread":0.22214728444860218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970952901","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27156198,0.002526776,0.6129221,0.0013709241,0.00038071908,0.000077655546,0.00026510633,0.00026885033,0.11062599],"genre_scores_gemma":[0.9393776,0.001219334,0.030812282,0.0002702466,0.00023572023,0.00009516468,0.00015069198,0.00009980728,0.027739216],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998572,0.00002633477,0.0000048198617,0.000021672642,0.000069573114,0.000020449386],"domain_scores_gemma":[0.9998925,0.000020728536,0.000028049933,0.000014594586,0.000028071046,0.000016089482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018820667,0.00067311287,0.0003757297,0.0009819247,0.00050516514,0.000837696,0.0008462282,0.000834442,0.0033506434],"category_scores_gemma":[0.00046674663,0.00022414715,0.0004544799,0.000378921,0.001369261,0.0011569032,0.0010239113,0.0005227689,0.00047262595],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037884254,0.000008152191,0.000089835085,0.00002861117,0.0000045069564,0.00006265552,0.000055686593,0.033821158,0.0031859071,0.95954007,0.00057485024,0.0026249078],"study_design_scores_gemma":[0.000007914406,0.000033606262,0.0003138906,0.000012496349,0.000004320686,0.00010731832,0.000063121326,0.4336179,0.0005160593,0.56169665,0.0036117923,0.000014920797],"about_ca_topic_score_codex":0.0015525098,"about_ca_topic_score_gemma":0.0012716849,"teacher_disagreement_score":0.0033506434,"about_ca_system_score_codex":0.0008900563,"about_ca_system_score_gemma":0.00046266182,"threshold_uncertainty_score":0.011209011},"labels":[],"label_agreement":null},{"id":"W1971013055","doi":"10.1016/j.jsv.2015.03.004","title":"An experimental study of dynamics of towed flexible cylinders","year":2015,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Cylinder; Mechanics; Transverse plane; Nonlinear system; Horizontal plane; Water tunnel; Thread (computing); Flow (mathematics); Vortex; Materials science; Structural engineering; Physics; Engineering; Mechanical engineering","score_opus":0.02404617317572125,"score_gpt":0.2787347523744011,"score_spread":0.2546885791986798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971013055","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985661,0.000015866617,0.0010807291,0.000008021862,0.0000067266706,0.000012428958,0.000040548835,0.000013233888,0.00025645675],"genre_scores_gemma":[0.9986105,0.000025121284,0.0006942262,0.00000387566,0.0000045921834,0.00001230696,0.000056418954,0.0000056724716,0.0005871123],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976605,0.00003899883,0.000017489927,0.00004673174,0.0000721065,0.000058656282],"domain_scores_gemma":[0.9989247,0.0005443065,0.00008915412,0.00015330497,0.00020632587,0.00008214891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029357764,0.00039931395,0.00028798854,0.00025946036,0.00058272615,0.00018395411,0.0005351647,0.000520821,0.0031144295],"category_scores_gemma":[0.0012054077,0.00025547025,0.00028473532,0.00019260451,0.0005840899,0.0005332784,0.00050105917,0.00035133224,0.00025711453],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001182977,0.00056595705,0.0037394727,0.000113239665,0.000013397422,0.0003645746,0.00041918564,0.0016777295,0.98514104,0.00014869438,0.000072210525,0.006561552],"study_design_scores_gemma":[0.00031113526,0.017068738,0.07950514,0.000039336635,0.00006886632,0.0010903901,0.0013582144,0.036640804,0.8619768,0.00021879638,0.0016495887,0.00007214046],"about_ca_topic_score_codex":0.00084686826,"about_ca_topic_score_gemma":0.0009928127,"teacher_disagreement_score":0.0031144295,"about_ca_system_score_codex":0.00014057284,"about_ca_system_score_gemma":0.0001751851,"threshold_uncertainty_score":0.010418832},"labels":[],"label_agreement":null},{"id":"W1971585065","doi":"10.1115/1.1286040","title":"Random Excitation Forces in Heat Exchanger Tube Bundles","year":2000,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada)","funders":"University of Waterloo; CANDU Owners Group","keywords":"Heat exchanger; Turbulence; Vibration; Mechanical engineering; Mechanics; Boiler (water heating); Random vibration; Flow (mathematics); Excitation; Vortex-induced vibration; Fluid dynamics; Shell and tube heat exchanger; Tube (container); Structural engineering; Materials science; Engineering; Acoustics; Physics; Electrical engineering","score_opus":0.005423003011883256,"score_gpt":0.21499365217626823,"score_spread":0.20957064916438498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971585065","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9532049,0.000094457624,0.044871595,0.000025592988,0.000009313053,0.00001615497,0.000020618449,0.00009259567,0.0016647277],"genre_scores_gemma":[0.9965327,0.000029478719,0.0028644162,0.000004610288,0.0000027364986,0.000007875673,0.00001943397,0.000010172049,0.00052846584],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997429,0.000061432096,0.000010069551,0.000044545017,0.000102855556,0.000038219285],"domain_scores_gemma":[0.9994867,0.00016635921,0.00013119084,0.00004052395,0.00013068772,0.000044511777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033562342,0.00017957934,0.00016249157,0.0005927077,0.00029940673,0.00034124102,0.00017807016,0.00026344546,0.0012307216],"category_scores_gemma":[0.0009564807,0.00020158186,0.0001155719,0.00025254453,0.00043462284,0.00049919897,0.00023997703,0.00013364844,0.00016054827],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008542916,0.00026702086,0.027613865,0.00013805303,0.00004330084,0.0011539267,0.00058717874,0.22348699,0.66914004,0.017647602,0.0009192058,0.058148477],"study_design_scores_gemma":[0.000054925265,0.00070086576,0.049984787,0.000021219628,0.00002077062,0.0006285193,0.0002899302,0.7945097,0.14675055,0.0058154287,0.0011798512,0.00004343194],"about_ca_topic_score_codex":0.00058680173,"about_ca_topic_score_gemma":0.00072781625,"teacher_disagreement_score":0.0012307216,"about_ca_system_score_codex":0.00026067434,"about_ca_system_score_gemma":0.00013503834,"threshold_uncertainty_score":0.0041171312},"labels":[],"label_agreement":null},{"id":"W1971653411","doi":"10.1007/s11071-005-4123-y","title":"Control of a Nonlinear System Using the Saturation Phenomenon","year":2005,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Virginia Polytechnic Institute and State University","keywords":"Control theory (sociology); Nonlinear system; Saturation (graph theory); Excitation; Vibration; Mathematics; Multiple-scale analysis; Stability (learning theory); Voltage; Amplitude; Physics; Control (management); Computer science","score_opus":0.006557431710369392,"score_gpt":0.21059750190978482,"score_spread":0.20404007019941542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971653411","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4107579,0.00041537872,0.5716965,0.00029946407,0.000108348504,0.000047074118,0.00002353011,0.00032784976,0.016323987],"genre_scores_gemma":[0.9965701,0.000063802436,0.0022949085,0.000010578532,0.0000098929695,0.000011290758,0.0000052598016,0.000004314168,0.0010298605],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999566,0.000011960363,0.0000028525278,0.000006620477,0.000013843033,0.0000080738],"domain_scores_gemma":[0.99977106,0.00013036672,0.000029012726,0.000012388506,0.000039670635,0.000017577617],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020807565,0.0002978457,0.00024352173,0.00016049684,0.0002616841,0.0003233258,0.00021551273,0.00025113652,0.0010301818],"category_scores_gemma":[0.0005553021,0.000111750654,0.0001470587,0.00014214909,0.00043701354,0.00037468417,0.0004659609,0.0002287048,0.00008199036],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010614583,0.0001914131,0.0017724382,0.0006040732,0.00010907992,0.00048748468,0.0007768928,0.55287564,0.27835914,0.053631864,0.0012444184,0.10888607],"study_design_scores_gemma":[0.000024791036,0.00021843144,0.0003615324,0.000008437653,0.000010883859,0.00003136269,0.000023201479,0.9894868,0.0049322755,0.0043104016,0.00058532716,0.0000064874016],"about_ca_topic_score_codex":0.0013217172,"about_ca_topic_score_gemma":0.0012691244,"teacher_disagreement_score":0.0013217172,"about_ca_system_score_codex":0.00015371945,"about_ca_system_score_gemma":0.00019702846,"threshold_uncertainty_score":0.003446281},"labels":[],"label_agreement":null},{"id":"W1971953541","doi":"10.1016/j.apm.2009.06.028","title":"Vibration analysis of truncated conical shells subjected to flowing fluid","year":2009,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Conical surface; Mechanics; Shell (structure); Bernoulli's principle; Vibration; Centrifugal force; Displacement (psychology); Boundary value problem; Finite element method; Fluid dynamics; Fictitious force; Classical mechanics; Physics; Geometry; Engineering; Mathematics; Mathematical analysis; Flow (mathematics); Mechanical engineering; Thermodynamics","score_opus":0.012474163214022116,"score_gpt":0.2191462571306478,"score_spread":0.2066720939166257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971953541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7803509,0.00026971495,0.21034454,0.00017817457,0.00007794582,0.000035450485,0.000048372833,0.0001231151,0.008571777],"genre_scores_gemma":[0.99352586,0.00009439997,0.0032742089,0.000018156312,0.000010888194,0.0000108367185,0.000023647617,0.00002071158,0.0030212584],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984574,0.000040821596,0.000006404851,0.000019930636,0.00005534852,0.000031793195],"domain_scores_gemma":[0.99975985,0.00010664005,0.000039105475,0.000018182163,0.000049151855,0.00002712834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039550828,0.00037298384,0.0004887934,0.00035506656,0.00025688345,0.0004832669,0.00050991273,0.0007629105,0.0016024429],"category_scores_gemma":[0.0008695928,0.00018637197,0.0004408661,0.00019027611,0.0010159231,0.00037571983,0.0006501863,0.00035924194,0.00017582485],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010975394,0.00013159732,0.0027898785,0.00019022186,0.00007176738,0.0014415572,0.0007150958,0.6656899,0.2675718,0.02942591,0.0006868508,0.030187901],"study_design_scores_gemma":[0.000012516494,0.00009452916,0.0019522047,0.000011485321,0.000009083757,0.00009737696,0.00011642143,0.9909966,0.004415247,0.0020443103,0.00023450855,0.000015653664],"about_ca_topic_score_codex":0.0010755172,"about_ca_topic_score_gemma":0.00052001246,"teacher_disagreement_score":0.0016024429,"about_ca_system_score_codex":0.00025257294,"about_ca_system_score_gemma":0.00032342385,"threshold_uncertainty_score":0.0053607225},"labels":[],"label_agreement":null},{"id":"W1972227826","doi":"10.1115/icone10-22776","title":"Non-Linear Fluid-Structure Interaction in Cylindrical Shells","year":2002,"lang":"en","type":"article","venue":"10th International Conference on Nuclear Engineering, Volume 1","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Mechanics; Vibration; Flow (mathematics); Centrifugal force; Fluid dynamics; Heat exchanger; Physics; Structural engineering; Engineering; Mechanical engineering; Acoustics","score_opus":0.014827688805143902,"score_gpt":0.22484552218036344,"score_spread":0.21001783337521954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972227826","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7647027,0.00022437671,0.2300729,0.000078654266,0.000010416981,0.000033230644,0.000022024082,0.00018106922,0.0046747],"genre_scores_gemma":[0.9934493,0.00006969585,0.0050000544,0.000009161054,0.0000035425605,0.000016337388,0.000011831385,0.00001559424,0.0014246287],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985516,0.000041249445,0.0000036958825,0.000020335325,0.000053630985,0.000025917388],"domain_scores_gemma":[0.99979645,0.00009834317,0.000053200456,0.000013309998,0.000023639415,0.000015182791],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021953958,0.00033181123,0.00026544,0.0003761438,0.00025248868,0.00047306294,0.00037822372,0.00053570926,0.0005374065],"category_scores_gemma":[0.000727723,0.00029294996,0.00032702045,0.00018307361,0.001099299,0.00044219423,0.0005619041,0.00017862403,0.00013611134],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010191205,0.000047989954,0.0021831626,0.000064493346,0.00002177129,0.00040970684,0.0002493299,0.89478016,0.075442076,0.018710272,0.00017357395,0.007815425],"study_design_scores_gemma":[0.000006672407,0.000035137196,0.00077276665,0.0000026583684,0.0000027781618,0.00006649814,0.000024927127,0.9944975,0.0028019068,0.0016073626,0.0001732961,0.000008610198],"about_ca_topic_score_codex":0.0021024083,"about_ca_topic_score_gemma":0.0013397883,"teacher_disagreement_score":0.0021024083,"about_ca_system_score_codex":0.00026420585,"about_ca_system_score_gemma":0.00035101184,"threshold_uncertainty_score":0.0041803718},"labels":[],"label_agreement":null},{"id":"W1972514642","doi":"10.1016/j.ijsolstr.2011.10.007","title":"Sub- and super-critical nonlinear dynamics of a harmonically excited axially moving beam","year":2011,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":106,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Galerkin method; Phase portrait; Bifurcation; Nonlinear system; Axial symmetry; Physics; Beam (structure); Classical mechanics; Multiple-scale analysis; Bifurcation diagram; Equations of motion; Mathematical analysis; Mathematics; Geometry; Optics","score_opus":0.009510422753209659,"score_gpt":0.23888269380676483,"score_spread":0.22937227105355518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972514642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96846384,0.0001065932,0.014744525,0.00026960555,0.000040166422,0.000023628703,0.000037001206,0.00008786248,0.016226837],"genre_scores_gemma":[0.99546766,0.000030548068,0.0010793015,0.000029494853,0.000011724747,0.000008593812,0.000017368622,0.000014629584,0.003340648],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999546,0.0000076043752,0.0000012815702,0.000005926966,0.000015123381,0.000015424943],"domain_scores_gemma":[0.99978215,0.000054023556,0.000035365778,0.000013284459,0.000038694114,0.000076459095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012715175,0.00025298458,0.00029115012,0.00041610777,0.00053898647,0.0004959161,0.00041987238,0.00053212454,0.003991209],"category_scores_gemma":[0.0004974773,0.00021261451,0.00016743244,0.00018657414,0.000905149,0.00051674835,0.00067319535,0.0005224845,0.000285929],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015290923,0.00048528993,0.015980443,0.00025141262,0.00016261324,0.005744866,0.0025768636,0.3918761,0.3196332,0.2323819,0.0046143224,0.024763893],"study_design_scores_gemma":[0.000023736276,0.00009145562,0.009398115,0.000010469096,0.000011991849,0.0002239756,0.000229967,0.97637516,0.0033416776,0.009676748,0.0005872262,0.000029463296],"about_ca_topic_score_codex":0.0013538464,"about_ca_topic_score_gemma":0.0012217299,"teacher_disagreement_score":0.003991209,"about_ca_system_score_codex":0.00030019792,"about_ca_system_score_gemma":0.00027905818,"threshold_uncertainty_score":0.013351977},"labels":[],"label_agreement":null},{"id":"W1973032907","doi":"10.1115/pvp2005-71798","title":"Recent Advances in Efficient and Robust Two-Way Coupling Between FEA and CFD","year":2005,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ansys (Canada)","funders":"","keywords":"Computer science; Finite element method; Computational fluid dynamics; Interpolation (computer graphics); Convergence (economics); Morphing; Stability (learning theory); Coupling (piping); Software; Computational science; Data exchange; Distributed computing; Mechanical engineering; Engineering; Frame (networking); Aerospace engineering; Structural engineering","score_opus":0.009041350673380346,"score_gpt":0.22479996032300936,"score_spread":0.215758609649629,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973032907","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0037758232,0.009813866,0.97651607,0.0010180488,0.00027119205,0.0000466969,0.00007091443,0.0017648487,0.006722478],"genre_scores_gemma":[0.07491343,0.014950962,0.90140915,0.00042188237,0.0007928659,0.00020927867,0.000423892,0.0009705821,0.005908028],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9962374,0.0010508898,0.00022413926,0.0005110182,0.0018249758,0.00015153964],"domain_scores_gemma":[0.98872924,0.005371084,0.000647128,0.0025857508,0.0024209176,0.00024589416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0072703445,0.0012861608,0.0017876873,0.0018534757,0.0006559757,0.0025546022,0.0032617315,0.001815485,0.006115061],"category_scores_gemma":[0.009631482,0.0013117889,0.001099674,0.0018470269,0.001583339,0.0030082632,0.0032939126,0.0028001093,0.0036832495],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013544597,0.00023594816,0.0013149718,0.0013741245,0.00014466712,0.00014482917,0.00032568283,0.10446903,0.037738442,0.0720883,0.009028448,0.7730002],"study_design_scores_gemma":[0.00008187029,0.0002217565,0.0030939085,0.0004541941,0.000107038264,0.00090807944,0.00011124668,0.6748921,0.030730862,0.053306453,0.23582655,0.0002659207],"about_ca_topic_score_codex":0.001511153,"about_ca_topic_score_gemma":0.0012398378,"teacher_disagreement_score":0.0072703445,"about_ca_system_score_codex":0.000790963,"about_ca_system_score_gemma":0.000809933,"threshold_uncertainty_score":0.038449764},"labels":[],"label_agreement":null},{"id":"W1973983520","doi":"10.1007/s11071-012-0676-8","title":"An efficient computational method for vibration analysis of unsymmetric piecewise-linear dynamical systems with multiple degrees of freedom","year":2012,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Piecewise linear function; Vibration; Mathematics; Control theory (sociology); Displacement (psychology); Piecewise; Spring (device); Degrees of freedom (physics and chemistry); Harmonic; Time domain; Mathematical analysis; Applied mathematics; Computer science; Physics; Structural engineering; Engineering","score_opus":0.011388990553789004,"score_gpt":0.2640127757412225,"score_spread":0.2526237851874335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973983520","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005605755,0.00006531434,0.9925647,0.000034053548,0.000045907076,0.000037009642,0.00003821542,0.00021408581,0.0013949337],"genre_scores_gemma":[0.13849935,0.00015997147,0.85661536,0.00006019883,0.000043676,0.00041924522,0.0001338067,0.0002218541,0.0038465757],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998274,0.000042779513,0.000009828999,0.000018511319,0.00008354842,0.000017976949],"domain_scores_gemma":[0.99961096,0.00020980163,0.000022514087,0.00004029344,0.00009127471,0.000025126701],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044057707,0.0006660523,0.0007049594,0.00040350558,0.0006837265,0.00040518638,0.0012988608,0.0006957133,0.0055662603],"category_scores_gemma":[0.0012418636,0.00035769472,0.00048440142,0.00049110194,0.00041975474,0.0006752087,0.00090630184,0.0009778356,0.000961141],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020847662,0.00015565915,0.000640324,0.000408523,0.00008117503,0.00027154273,0.00015198764,0.69430375,0.024080891,0.044344187,0.0042911745,0.23106223],"study_design_scores_gemma":[0.000010210468,0.000014772928,0.000049047092,0.0000050738377,0.0000041392977,0.000015350066,0.0000060389248,0.9967332,0.0005767661,0.0015629281,0.0010183579,0.0000041741264],"about_ca_topic_score_codex":0.0026045674,"about_ca_topic_score_gemma":0.0046831537,"teacher_disagreement_score":0.0055662603,"about_ca_system_score_codex":0.00025767405,"about_ca_system_score_gemma":0.000958774,"threshold_uncertainty_score":0.018621027},"labels":[],"label_agreement":null},{"id":"W1974019613","doi":"10.1142/s0218127413500016","title":"MULTI-PULSE HETEROCLINIC ORBITS AND CHAOTIC MOTIONS IN A PARAMETRICALLY EXCITED VISCOELASTIC MOVING BELT","year":2013,"lang":"en","type":"article","venue":"International Journal of Bifurcation and Chaos","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Science Fund for Distinguished Young Scholars; National Natural Science Foundation of China","keywords":"Chaotic; Dissipative system; Pulse (music); Homoclinic orbit; Classical mechanics; Multiple-scale analysis; Galerkin method; Physics; Parametric statistics; Viscoelasticity; Mathematical analysis; Bifurcation; Nonlinear system; Mathematics; Computer science","score_opus":0.011729248749621658,"score_gpt":0.2514869635568369,"score_spread":0.23975771480721525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974019613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9417646,0.00016922152,0.05542786,0.00004620527,0.000010919236,0.000008003111,0.000007977294,0.000039159415,0.0025261624],"genre_scores_gemma":[0.996594,0.00004881105,0.0028851167,0.000003343841,0.000003534273,0.0000036438416,0.000004300215,0.0000025039913,0.00045471094],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999969,0.000006527229,0.00000198513,0.0000064980372,0.000011293658,0.000004591034],"domain_scores_gemma":[0.9999423,0.000019313735,0.000020062147,0.000006614015,0.000005524019,0.000006252905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008561443,0.00015017482,0.0001252091,0.00035939712,0.00014584199,0.00019823844,0.00018219749,0.00025523335,0.00049400766],"category_scores_gemma":[0.0002587679,0.00008400341,0.00015152259,0.00014145924,0.00038366942,0.00051423087,0.00023242341,0.00013877051,0.000051840176],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026111718,0.00010700899,0.0075975526,0.00019075941,0.00004866126,0.0024795122,0.0012493933,0.33810064,0.45772883,0.13349243,0.00032707112,0.058416974],"study_design_scores_gemma":[0.0000121713865,0.00015734976,0.004662049,0.000008597508,0.000008456141,0.0003726535,0.00012439534,0.9674571,0.01528151,0.011078005,0.000821654,0.000016025553],"about_ca_topic_score_codex":0.00013448272,"about_ca_topic_score_gemma":0.000096833086,"teacher_disagreement_score":0.00049400766,"about_ca_system_score_codex":0.00009430745,"about_ca_system_score_gemma":0.00006147061,"threshold_uncertainty_score":0.0016525984},"labels":[],"label_agreement":null},{"id":"W1974326500","doi":"10.1002/eqe.210","title":"Seismic isolation of buildings with sliding concave foundation (SCF)","year":2002,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Superstructure; Foundation (evidence); Structural engineering; Pendulum; Curvature; Base isolation; RADIUS; Harmonic; Displacement (psychology); Engineering; Base (topology); Radius of curvature; Physics; Mathematics; Geometry; Mechanical engineering; Computer science; Mathematical analysis; Acoustics","score_opus":0.004920653158056372,"score_gpt":0.1745465307339011,"score_spread":0.16962587757584474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974326500","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94031477,0.000080244725,0.056487806,0.00001791988,0.00001117925,0.0000104757055,0.000022274146,0.00016542333,0.0028899028],"genre_scores_gemma":[0.99786866,0.000016078031,0.0018128551,0.0000022771117,0.0000024091567,0.0000021353635,0.000019830104,0.0000040021573,0.0002717371],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998721,0.000020522408,0.0000044937265,0.000014303236,0.00004494637,0.000043566095],"domain_scores_gemma":[0.9997905,0.000040240113,0.00004451121,0.000039005845,0.000039275314,0.00004650277],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014771291,0.00040547017,0.0003386214,0.00030217232,0.00021350021,0.00024360999,0.00032211572,0.0002430729,0.0015685151],"category_scores_gemma":[0.0004002675,0.00015313688,0.00021319813,0.00016022359,0.00030466676,0.00023732732,0.0006234492,0.00017811243,0.00031016307],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016259926,0.0002130533,0.016067559,0.00021380682,0.00010552788,0.0024302797,0.00029716676,0.24309121,0.5999075,0.0043193684,0.0008605377,0.13086788],"study_design_scores_gemma":[0.000108786655,0.0016727933,0.032157462,0.0000380479,0.00010545474,0.00143603,0.00031122516,0.8159317,0.14176795,0.0018396139,0.00458383,0.000047152604],"about_ca_topic_score_codex":0.0011360776,"about_ca_topic_score_gemma":0.001542626,"teacher_disagreement_score":0.0015685151,"about_ca_system_score_codex":0.00013092377,"about_ca_system_score_gemma":0.00016202741,"threshold_uncertainty_score":0.0052472353},"labels":[],"label_agreement":null},{"id":"W1974339924","doi":"10.1109/tpwrd.2013.2279604","title":"Time History Modeling of Vibrations on Overhead Conductors With Variable Bending Stiffness","year":2013,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Bending stiffness; Stiffness; Vibration; Structural engineering; Deflection (physics); Nonlinear system; Bending; Electrical conductor; Finite element method; Materials science; Pure bending; Mechanics; Engineering; Acoustics; Physics; Composite material; Classical mechanics","score_opus":0.01048777201601708,"score_gpt":0.179234809271078,"score_spread":0.1687470372550609,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974339924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5905146,0.000263188,0.39735588,0.00015108104,0.00003413427,0.00004909151,0.0001327852,0.00026984568,0.011229403],"genre_scores_gemma":[0.99338394,0.0000866691,0.003418582,0.000007530009,0.0000045638812,0.000017262486,0.00002916365,0.000017060916,0.0030352713],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999324,0.000018000796,0.0000032686326,0.000012146679,0.00002342895,0.0000107559135],"domain_scores_gemma":[0.99982125,0.00008540283,0.00003472738,0.000020546742,0.000027482314,0.000010675289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015270658,0.00031319188,0.00020452542,0.00023243739,0.00017985831,0.0003147274,0.00047581326,0.00057250104,0.0010355682],"category_scores_gemma":[0.0005406345,0.0001921018,0.00030207034,0.00015012843,0.00057352695,0.00038278697,0.00021386736,0.00025723712,0.00016606697],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002146891,0.000010235618,0.0006081022,0.000011565516,0.000003204701,0.000063359505,0.000040058894,0.99092484,0.004962764,0.0007786414,0.000045132303,0.0025305115],"study_design_scores_gemma":[8.932628e-7,0.0000068258564,0.00015444726,8.797647e-7,7.301349e-7,0.000006275992,0.0000045814177,0.9993173,0.00034969405,0.000102307866,0.00005463235,0.0000013540166],"about_ca_topic_score_codex":0.0056144805,"about_ca_topic_score_gemma":0.0030623088,"teacher_disagreement_score":0.0056144805,"about_ca_system_score_codex":0.00033837697,"about_ca_system_score_gemma":0.0002592408,"threshold_uncertainty_score":0.011163592},"labels":[],"label_agreement":null},{"id":"W1974425954","doi":"10.1080/19942060.2008.11015249","title":"Modelling of Plates Subjected to Flowing Fluid Under Various Boundary Conditions","year":2008,"lang":"en","type":"article","venue":"Engineering Applications of Computational Fluid Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; École de Technologie Supérieure; Polytechnique Montréal","funders":"","keywords":"Mechanics; Fluid dynamics; Finite element method; Displacement (psychology); Boundary value problem; Bernoulli's principle; Fictitious force; Fluid–structure interaction; Physics; Classical mechanics; Mathematics; Mathematical analysis; Thermodynamics","score_opus":0.009750710019119178,"score_gpt":0.20388484189660852,"score_spread":0.19413413187748935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974425954","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9044634,0.00013266377,0.09004376,0.00007759973,0.00003093391,0.0000572064,0.00014342474,0.00025151332,0.004799493],"genre_scores_gemma":[0.9907617,0.00007129399,0.006956314,0.000006479822,0.0000029309917,0.000028236269,0.00006446429,0.000014672384,0.0020938038],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986255,0.000027128099,0.000006874775,0.00001732381,0.00006577311,0.000020318123],"domain_scores_gemma":[0.9998067,0.0001010564,0.000028124427,0.000019775762,0.000027592052,0.000016742926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023633875,0.0004810984,0.00032641867,0.0004645282,0.00037379473,0.0005869606,0.00071467954,0.0008813256,0.0014044183],"category_scores_gemma":[0.0005506421,0.00022549888,0.00038153754,0.00018707915,0.0010343136,0.00035925,0.00040021163,0.0002960333,0.0002236299],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000069206995,0.000031662523,0.0012062707,0.000058811445,0.0000132891355,0.00040187835,0.00010315333,0.9545049,0.039336357,0.0016203246,0.00007553454,0.0025786427],"study_design_scores_gemma":[0.000010149127,0.00006447331,0.00086665945,0.000009766856,0.0000083320265,0.00007080332,0.000054597167,0.9821149,0.016108116,0.00035206354,0.0003311348,0.000009002474],"about_ca_topic_score_codex":0.0041248617,"about_ca_topic_score_gemma":0.0019533266,"teacher_disagreement_score":0.0041248617,"about_ca_system_score_codex":0.00030382758,"about_ca_system_score_gemma":0.0005929298,"threshold_uncertainty_score":0.008201659},"labels":[],"label_agreement":null},{"id":"W1974953796","doi":"10.1260/0309-524x.38.4.359","title":"Design Procedure for Tubular Lattice Towers for Small Wind Turbines","year":2014,"lang":"en","type":"article","venue":"Wind Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Deflection (physics); Turbine; Tower; Structural engineering; Wind power; Buckling; Wind speed; Engineering; Marine engineering; Meteorology; Aerospace engineering; Physics; Electrical engineering","score_opus":0.01123249490697678,"score_gpt":0.19079948524321322,"score_spread":0.17956699033623644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974953796","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003768924,0.000031271604,0.9929779,0.000013649323,0.000020263458,0.00013517652,0.00006566162,0.00037132885,0.0026157924],"genre_scores_gemma":[0.110379644,0.00009369091,0.8852892,0.00002927034,0.000016050055,0.0006412028,0.0001693909,0.0001534095,0.00322819],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99965084,0.00007471288,0.000020514794,0.000044419805,0.00018593472,0.000023608985],"domain_scores_gemma":[0.9995757,0.000082831684,0.00007415163,0.00005143573,0.00019465068,0.000021284828],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064012967,0.0006726015,0.00042899165,0.000495238,0.0003401724,0.00046243428,0.00085836224,0.00048626767,0.007746625],"category_scores_gemma":[0.0011489409,0.00031827224,0.000560962,0.00037940353,0.00032006353,0.0002443227,0.00045650493,0.00054348574,0.0026279807],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001464447,0.00012620288,0.0011129079,0.0009215901,0.000051855095,0.0005115084,0.00028262066,0.57471436,0.17648658,0.038077787,0.004500088,0.20306802],"study_design_scores_gemma":[0.00009797831,0.000784538,0.0006591802,0.000070873546,0.00004738947,0.00043999232,0.00008692441,0.89003354,0.038317427,0.011430603,0.05797215,0.0000594201],"about_ca_topic_score_codex":0.00083781936,"about_ca_topic_score_gemma":0.0015676507,"teacher_disagreement_score":0.007746625,"about_ca_system_score_codex":0.00030996208,"about_ca_system_score_gemma":0.00057017524,"threshold_uncertainty_score":0.025915086},"labels":[],"label_agreement":null},{"id":"W1975026089","doi":"10.1115/1.1755691","title":"Development of a Finite Element Cable Model for Use in Low-Tension Dynamics Simulation","year":2004,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":101,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of Victoria","funders":"","keywords":"Finite element method; Discretization; Tension (geology); Equations of motion; Bending; Convergence (economics); Constraint (computer-aided design); Structural engineering; Dynamics (music); Computer science; Representation (politics); Mixed finite element method; Extended finite element method; Method of mean weighted residuals; Applied mathematics; Mathematics; Mathematical analysis; Engineering; Geometry; Physics; Classical mechanics; Galerkin method; Acoustics","score_opus":0.016909733356302508,"score_gpt":0.2240954235304716,"score_spread":0.2071856901741691,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975026089","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017854616,0.00004359694,0.9759803,0.000081016595,0.000025953252,0.000076784025,0.00017722927,0.00047264475,0.00528802],"genre_scores_gemma":[0.3543967,0.00032439537,0.6303806,0.00006816142,0.000021529424,0.00075702526,0.00067846844,0.0004471979,0.012925877],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998771,0.000020507054,0.000007747741,0.000014972722,0.00006906474,0.000010664214],"domain_scores_gemma":[0.99978405,0.00007211784,0.000019152349,0.000030197321,0.00007736569,0.000017160195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002733876,0.00035992067,0.00045689655,0.00030665533,0.000329526,0.0004805917,0.0013181174,0.0010960815,0.0032303387],"category_scores_gemma":[0.0008298541,0.00039438816,0.0004844287,0.00028108808,0.00030410202,0.00058978045,0.0005310407,0.0010119274,0.0011320814],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016379512,0.000032288455,0.00048659125,0.000045265453,0.000007584149,0.000089522146,0.000052771855,0.96677446,0.010751494,0.010320651,0.00045014545,0.010972983],"study_design_scores_gemma":[0.000004132114,0.000010746527,0.000057574343,0.00000449154,0.000001544836,0.00001627896,0.0000068924587,0.9965989,0.0012952554,0.0005968212,0.0014035121,0.0000038516787],"about_ca_topic_score_codex":0.0049549425,"about_ca_topic_score_gemma":0.0043837517,"teacher_disagreement_score":0.0049549425,"about_ca_system_score_codex":0.00035184628,"about_ca_system_score_gemma":0.0011076243,"threshold_uncertainty_score":0.0108065605},"labels":[],"label_agreement":null},{"id":"W1975645958","doi":"10.1115/1.4024409","title":"Dynamic Stability of Periodic Pipes Conveying Fluid","year":2013,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Stability (learning theory); Mechanics; Convergence (economics); Fluid–structure interaction; Cantilever; Fluid pressure; Matrix (chemical analysis); Materials science; Transfer-matrix method (optics); Added mass; Physics; Computer science; Vibration; Finite element method; Composite material; Thermodynamics; Acoustics","score_opus":0.006085366858591668,"score_gpt":0.1897799786621647,"score_spread":0.18369461180357302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975645958","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6813067,0.00029647985,0.31283942,0.00011286365,0.00002865814,0.000024041403,0.000028321834,0.00024424578,0.0051192674],"genre_scores_gemma":[0.9913789,0.000076649754,0.0074326787,0.0000061650894,0.0000054541897,0.000018713668,0.000014338282,0.000012264181,0.0010549354],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998944,0.000020882586,0.000002751704,0.000024329149,0.000048561986,0.000009158194],"domain_scores_gemma":[0.99980575,0.00009336675,0.000048388538,0.000014631113,0.000029569814,0.000008350434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002056663,0.00025868378,0.00020659003,0.0002851439,0.00019990992,0.000281598,0.0002653613,0.00038369064,0.001151857],"category_scores_gemma":[0.0009967687,0.00013362424,0.0001709991,0.00009686614,0.00066731573,0.00033178972,0.00034704924,0.00018287402,0.00014310342],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002666564,0.000035098066,0.002024535,0.00020433665,0.00004071276,0.0006021517,0.00036908654,0.49157423,0.45252708,0.021491144,0.00035943915,0.030505495],"study_design_scores_gemma":[0.000008378621,0.0001001499,0.0007535939,0.000006747542,0.000004089361,0.00007598996,0.000027765174,0.97903776,0.017705431,0.0018658389,0.00040385264,0.000010428974],"about_ca_topic_score_codex":0.0003832989,"about_ca_topic_score_gemma":0.00020185788,"teacher_disagreement_score":0.001151857,"about_ca_system_score_codex":0.0001943773,"about_ca_system_score_gemma":0.00024049538,"threshold_uncertainty_score":0.0038533807},"labels":[],"label_agreement":null},{"id":"W1975735357","doi":"10.1016/s0141-1187(00)00002-x","title":"Development and validation of a lumped-mass dynamics model of a deep-sea ROV system","year":2000,"lang":"en","type":"article","venue":"Applied Ocean Research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":149,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Harmonics; Acceleration; Mechanics; Tension (geology); Transfer function; Sea state; Natural frequency; Physics; Acoustics; Control theory (sociology); Marine engineering; Engineering; Voltage; Computer science; Classical mechanics; Vibration","score_opus":0.020929792475918408,"score_gpt":0.2555836113828355,"score_spread":0.23465381890691706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975735357","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43532342,0.00019694174,0.54750645,0.00040598938,0.00015234058,0.00040090567,0.0006429928,0.0023505639,0.013020412],"genre_scores_gemma":[0.9780402,0.00006031842,0.018959092,0.00002617654,0.0000073074966,0.00013892281,0.00021184051,0.000045479093,0.0025106315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981767,0.00004237468,0.000013730699,0.000032624455,0.00006986663,0.00002382644],"domain_scores_gemma":[0.99961746,0.000106973,0.000053366075,0.00007102179,0.00012521447,0.000025930261],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044920176,0.00060119695,0.00066669116,0.00031117426,0.0005872457,0.0007729594,0.0011921058,0.0010904684,0.0016840957],"category_scores_gemma":[0.00092019304,0.00039406345,0.00049465866,0.00014151832,0.0004291755,0.00069989456,0.0007297192,0.0007246296,0.00053102203],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039390154,0.00003636142,0.0009001418,0.000044550943,0.000021860744,0.00006639439,0.00005565932,0.98331404,0.007999417,0.0007073225,0.00016701483,0.006647815],"study_design_scores_gemma":[0.000012181451,0.000044111206,0.000251788,0.0000030888127,0.0000056422073,0.000007671045,0.000007729523,0.9972263,0.0019462303,0.000104161736,0.00038742987,0.0000035930707],"about_ca_topic_score_codex":0.01209924,"about_ca_topic_score_gemma":0.0055886977,"teacher_disagreement_score":0.01209924,"about_ca_system_score_codex":0.000508977,"about_ca_system_score_gemma":0.0012494493,"threshold_uncertainty_score":0.024057627},"labels":[],"label_agreement":null},{"id":"W1976629859","doi":"10.1139/l05-101","title":"Comparison of frequency- and time-domain analyses for guyed masts in turbulent winds","year":2006,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Frequency domain; Time domain; Mast (botany); Finite element method; Nonlinear system; Turbulence; Structural engineering; Frequency response; Response analysis; Engineering; Computer science; Mathematics; Mechanics; Physics; Mathematical analysis","score_opus":0.01132933414610355,"score_gpt":0.2336636527226127,"score_spread":0.22233431857650915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976629859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89498466,0.000085887616,0.10242436,0.000029470704,0.000008358924,0.000017557513,0.000086744294,0.00014570626,0.0022173147],"genre_scores_gemma":[0.9901136,0.000063225874,0.008996834,0.0000040529385,0.0000020177056,0.000009542804,0.00008735921,0.000012020651,0.00071127084],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993813,0.000012861155,0.0000037297962,0.000008297231,0.0000290243,0.0000081039825],"domain_scores_gemma":[0.99963665,0.00020998299,0.0000324501,0.000024642139,0.000083771796,0.000012469356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025355446,0.00020076435,0.00015062226,0.00056022167,0.00015002012,0.00018897754,0.00018403499,0.00025692998,0.0012377435],"category_scores_gemma":[0.0006324581,0.000093722214,0.00032264035,0.00022463921,0.00019805385,0.00022378498,0.00012367907,0.00013068714,0.00018811805],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006300209,0.000118610784,0.022694558,0.0002545687,0.000048402704,0.00047269306,0.00048610638,0.7142455,0.192241,0.0022721041,0.00040306614,0.066133335],"study_design_scores_gemma":[0.000026280391,0.00020201181,0.025054349,0.000017472088,0.000021370695,0.00019234324,0.00030118422,0.9444351,0.028277215,0.0005459107,0.00090210227,0.000024470357],"about_ca_topic_score_codex":0.0012324227,"about_ca_topic_score_gemma":0.001704058,"teacher_disagreement_score":0.0012377435,"about_ca_system_score_codex":0.00012965297,"about_ca_system_score_gemma":0.00013141269,"threshold_uncertainty_score":0.004140675},"labels":[],"label_agreement":null},{"id":"W1976908773","doi":"10.1115/1.4027797","title":"A Simple Empirical Model for Tube–Support Normal Impact Interaction","year":2014,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Natural Sciences and Engineering Research Council of Canada","funders":"","keywords":"Tube (container); Dissipation; Vibration; Nonlinear system; Mechanics; Impact; Damper; Spring (device); Structural engineering; Displacement (psychology); Materials science; Engineering; Physics; Acoustics; Composite material","score_opus":0.012925948167282954,"score_gpt":0.2951205569380626,"score_spread":0.2821946087707797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976908773","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20274276,0.00072565745,0.7548125,0.00059443276,0.00020556392,0.00047288157,0.00086558855,0.00094308046,0.038637545],"genre_scores_gemma":[0.9507868,0.00063000224,0.01726254,0.00009770064,0.000039381113,0.00052290474,0.00031946867,0.00009283384,0.030248273],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99967134,0.000040816307,0.000017086935,0.0000940871,0.00012586464,0.000050868897],"domain_scores_gemma":[0.9996996,0.000113978436,0.000057935133,0.000044618257,0.00007013963,0.000013766838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027410765,0.00093651615,0.0005699419,0.0005529836,0.00034244586,0.0007737513,0.0017945784,0.0026776067,0.006346597],"category_scores_gemma":[0.0012965951,0.00044228003,0.00059115706,0.00044202586,0.00065667945,0.0013829916,0.00060852815,0.0009347955,0.002263509],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009286234,0.00025173125,0.0028744307,0.00020606046,0.000025590658,0.0006289738,0.00031341446,0.9161957,0.042259127,0.014168104,0.0014313795,0.021552589],"study_design_scores_gemma":[0.0000069021025,0.00006050537,0.00093451375,0.000007659505,0.0000063218554,0.00012697675,0.000023062255,0.9954022,0.0010776096,0.0009140967,0.0014278601,0.000012247455],"about_ca_topic_score_codex":0.0028065958,"about_ca_topic_score_gemma":0.001902016,"teacher_disagreement_score":0.006346597,"about_ca_system_score_codex":0.00039094363,"about_ca_system_score_gemma":0.0006556229,"threshold_uncertainty_score":0.021231413},"labels":[],"label_agreement":null},{"id":"W1977121726","doi":"10.15676/ijeei.2011.3.1.7","title":"Fuzzy Sliding-Mode Control for a five drive web-winding System","year":2011,"lang":"en","type":"article","venue":"International Journal on Electrical Engineering and Informatics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Trois-Rivières","funders":"","keywords":"Fuzzy logic; Mode (computer interface); Computer science; Control (management); Control theory (sociology); Control engineering; Engineering; Artificial intelligence; Operating system","score_opus":0.005729475821403567,"score_gpt":0.20160962897037482,"score_spread":0.19588015314897125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977121726","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14607336,0.000389936,0.8472596,0.00014411406,0.00014819214,0.000069025125,0.000036620422,0.00050279405,0.0053762947],"genre_scores_gemma":[0.980699,0.00007942759,0.017420135,0.000014626178,0.00001050322,0.0000363816,0.000018238596,0.00000493397,0.001716708],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984264,0.00003502097,0.000014992767,0.000038714064,0.00005177694,0.000016813583],"domain_scores_gemma":[0.9998561,0.00004246551,0.000023685012,0.000017794218,0.000047679147,0.0000121503745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035746887,0.00033696197,0.00035399903,0.00022846485,0.00032560868,0.0004948923,0.00047483618,0.00049564743,0.0013174653],"category_scores_gemma":[0.00042742258,0.000110141336,0.00029183546,0.00017798987,0.0003645263,0.00027882573,0.00023553388,0.00033186626,0.0001683157],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004887349,0.00014400003,0.001405115,0.00042753926,0.000071891576,0.00066242856,0.00042122186,0.7289854,0.07948675,0.018910397,0.0015466146,0.1674499],"study_design_scores_gemma":[0.000026182186,0.00017264103,0.0004087972,0.0000077059585,0.000011911934,0.000029812472,0.000012212107,0.99421567,0.0034002443,0.0009369793,0.00076966314,0.000008232277],"about_ca_topic_score_codex":0.0028931734,"about_ca_topic_score_gemma":0.002209422,"teacher_disagreement_score":0.0028931734,"about_ca_system_score_codex":0.00033268673,"about_ca_system_score_gemma":0.0002996432,"threshold_uncertainty_score":0.005752623},"labels":[],"label_agreement":null},{"id":"W1977307211","doi":"10.1007/s00332-015-9246-9","title":"On Flexible Tubes Conveying Fluid: Geometric Nonlinear Theory, Stability and Dynamics","year":2015,"lang":"en","type":"article","venue":"Journal of Nonlinear Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Agence Nationale de la Recherche","keywords":"Nonlinear system; Mathematics; Fluid dynamics; Classical mechanics; Constraint (computer-aided design); Symmetry (geometry); Holonomic constraints; Stability (learning theory); Perfect fluid; Equations of motion; Dynamical systems theory; Mathematical analysis; Physics; Mechanics; Geometry; Computer science","score_opus":0.02149235021084174,"score_gpt":0.2588256023963762,"score_spread":0.23733325218553447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977307211","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4497369,0.005130528,0.48557246,0.0028617177,0.0011421796,0.00012200641,0.00019631036,0.00017640868,0.055061433],"genre_scores_gemma":[0.9659213,0.0016463221,0.007209393,0.00012671632,0.0002670231,0.00003759699,0.000067244764,0.000047007765,0.024677483],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997813,0.00006866829,0.0000076038186,0.00004000381,0.000072554736,0.00002985619],"domain_scores_gemma":[0.99970454,0.00011805723,0.00006473218,0.00001875743,0.00006802518,0.000025799143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032461592,0.00089161686,0.0006578637,0.0012815631,0.0009257165,0.0011267881,0.00078255724,0.0015682351,0.0031315312],"category_scores_gemma":[0.001619466,0.0002705924,0.0006910454,0.00067425735,0.0022081756,0.0020045796,0.0014359122,0.00070124224,0.0003318517],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023421393,0.00008201697,0.0009979557,0.00025885963,0.000034445166,0.0008389484,0.000580907,0.41386086,0.026409116,0.5240574,0.0027106237,0.029934717],"study_design_scores_gemma":[0.00001347331,0.0001262858,0.00063977996,0.000022360518,0.00001030893,0.00017451073,0.00011077375,0.9252265,0.0021530362,0.06937268,0.0021065997,0.00004356914],"about_ca_topic_score_codex":0.0025140296,"about_ca_topic_score_gemma":0.001235089,"teacher_disagreement_score":0.0031315312,"about_ca_system_score_codex":0.0005399043,"about_ca_system_score_gemma":0.0004794951,"threshold_uncertainty_score":0.010476053},"labels":[],"label_agreement":null},{"id":"W1978034228","doi":"10.1006/jsvi.2001.4063","title":"NON-LINEAR AEROELASTIC ANALYSIS USING THE POINT TRANSFORMATION METHOD, PART 2: HYSTERESIS MODEL","year":2002,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Aeroelasticity; Hysteresis; Limit cycle; Harmonics; Control theory (sociology); Transformation (genetics); Limit (mathematics); Piecewise; Chaotic; Amplitude; Mathematics; Point (geometry); Limit point; Mathematical analysis; Physics; Computer science; Aerodynamics; Mechanics; Geometry","score_opus":0.028787189889533327,"score_gpt":0.26003263331338,"score_spread":0.23124544342384667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978034228","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030085837,0.0003287178,0.9656982,0.00007803288,0.000030409705,0.000028889768,0.00004115163,0.00020040818,0.003508454],"genre_scores_gemma":[0.91067743,0.0012595562,0.06703548,0.000040797746,0.000081950755,0.00015295282,0.00015931402,0.00019779865,0.020394586],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990845,0.000021661315,0.000004141979,0.000015236538,0.00004308672,0.000007442421],"domain_scores_gemma":[0.9998559,0.00007380873,0.0000137409315,0.00002238319,0.000028847462,0.0000053780345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014631893,0.00032016242,0.00057960843,0.00031140397,0.00023005069,0.0004584927,0.0007236421,0.00046297128,0.002803845],"category_scores_gemma":[0.0004945344,0.00019410226,0.0004417428,0.00039081133,0.00033933076,0.00073367805,0.00034221628,0.00049601984,0.0004454107],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007809638,0.00013067949,0.0005753666,0.0002868358,0.000059485334,0.00017728395,0.0001370697,0.8251031,0.047085065,0.03723162,0.0010973417,0.08803801],"study_design_scores_gemma":[0.0000036558306,0.000012126096,0.00021304718,0.0000024184776,0.000004889537,0.00001609784,0.0000067933006,0.995445,0.0013806899,0.0023476407,0.0005641098,0.0000036605265],"about_ca_topic_score_codex":0.0017601933,"about_ca_topic_score_gemma":0.001437884,"teacher_disagreement_score":0.002803845,"about_ca_system_score_codex":0.0001541354,"about_ca_system_score_gemma":0.00038785345,"threshold_uncertainty_score":0.0093797445},"labels":[],"label_agreement":null},{"id":"W1980075469","doi":"10.1016/j.jsv.2007.06.003","title":"Solvability condition in multi-scale analysis of gyroscopic continua","year":2007,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Comisión de Investigaciones Científicas; Shanghai Municipal Education Commission; National Natural Science Foundation of China; Education and Scientific Research Project of Shanghai; Natural Science Foundation of Shanghai","keywords":"Gyroscope; Boundary value problem; Nonlinear system; Scale (ratio); Mathematics; Boundary (topology); Mathematical analysis; Applied mathematics; Engineering; Physics; Aerospace engineering","score_opus":0.01109696461877551,"score_gpt":0.26778036837512875,"score_spread":0.25668340375635323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980075469","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12120488,0.0006204945,0.8611383,0.0017560055,0.00017247163,0.000089092995,0.0001245233,0.00014633764,0.014747828],"genre_scores_gemma":[0.9502592,0.0004982744,0.035362095,0.0001934493,0.00021700778,0.00017790614,0.0001566309,0.00013683991,0.012998476],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9996166,0.0001513338,0.000018492137,0.0000838646,0.00008492822,0.00004476013],"domain_scores_gemma":[0.99695146,0.00227562,0.00026305873,0.00007134735,0.00031672834,0.00012178216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012866595,0.0011371364,0.0009323503,0.0008801336,0.0007637827,0.0017043947,0.0008450215,0.001875714,0.0030457566],"category_scores_gemma":[0.0074942624,0.00045625,0.0007892686,0.00031145205,0.0019669712,0.0024951939,0.0020118179,0.0014535154,0.00021589588],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002853331,0.000134489,0.0024446368,0.00051580823,0.00018515233,0.0014810131,0.0011255784,0.3624903,0.021365225,0.5875256,0.003077834,0.019369056],"study_design_scores_gemma":[0.000015834097,0.000027465003,0.00022199085,0.000011501054,0.0000087920735,0.000044735847,0.00006771836,0.9613604,0.00048698345,0.03736604,0.0003767465,0.00001177768],"about_ca_topic_score_codex":0.0036389611,"about_ca_topic_score_gemma":0.0017112219,"teacher_disagreement_score":0.0036389611,"about_ca_system_score_codex":0.000556555,"about_ca_system_score_gemma":0.000647693,"threshold_uncertainty_score":0.010189116},"labels":[],"label_agreement":null},{"id":"W1980251122","doi":"10.1049/ip-gtd:20010019","title":"Allowable tension levels for overhead-line conductors","year":2001,"lang":"en","type":"article","venue":"IEE Proceedings - Generation Transmission and Distribution","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro One (Canada)","funders":"","keywords":"Tension (geology); Aluminium; Stress (linguistics); Ultimate tensile strength; Overhead (engineering); Constraint (computer-aided design); Structural engineering; Conductor; Vibration; Materials science; Line (geometry); Composite material; Engineering; Mechanical engineering; Mathematics; Physics; Acoustics; Electrical engineering; Geometry","score_opus":0.03197355632698885,"score_gpt":0.24672874042792817,"score_spread":0.2147551841009393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980251122","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62920105,0.0005078438,0.3182534,0.0002736152,0.00005751044,0.00016110939,0.00091911986,0.0019762344,0.048650116],"genre_scores_gemma":[0.97594666,0.0001534921,0.020071162,0.000022318482,0.000013624134,0.00011631772,0.00047544445,0.00016140062,0.00303968],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987644,0.0003693566,0.00012515871,0.00018242918,0.00038537828,0.00017330144],"domain_scores_gemma":[0.99728,0.0011041719,0.0004886923,0.0003273268,0.0006582508,0.00014145684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011589443,0.00067994307,0.00031074023,0.0008448621,0.00041254732,0.001072951,0.00085372914,0.00065985235,0.0051059043],"category_scores_gemma":[0.0049112234,0.00028898477,0.00027069094,0.0004485165,0.00037790244,0.00088292477,0.000677786,0.00038946478,0.0010728713],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018751152,0.00019020229,0.021247596,0.0006444022,0.000067864974,0.0010583156,0.0014575174,0.3779701,0.4034357,0.032154996,0.00401872,0.15587951],"study_design_scores_gemma":[0.00042638317,0.0037279662,0.050799638,0.00052193104,0.00017632963,0.0019095804,0.0019266556,0.510919,0.30487168,0.049223386,0.0752534,0.0002440898],"about_ca_topic_score_codex":0.00042076388,"about_ca_topic_score_gemma":0.00067461375,"teacher_disagreement_score":0.0051059043,"about_ca_system_score_codex":0.00035998624,"about_ca_system_score_gemma":0.00021677336,"threshold_uncertainty_score":0.017080963},"labels":[],"label_agreement":null},{"id":"W1981069063","doi":"10.1115/imece2004-60412","title":"Investigation of the Complex Two Degrees of Freedom Systems for Force Limited Vibration","year":2004,"lang":"en","type":"article","venue":"Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency; Concordia University; Bombardier (Canada)","funders":"","keywords":"Extrapolation; Vibration; Spacecraft; Computer science; Component (thermodynamics); Degrees of freedom (physics and chemistry); Propulsion; Aerospace engineering; Control theory (sociology); Physics; Engineering; Acoustics; Mathematics; Artificial intelligence","score_opus":0.022623750050181725,"score_gpt":0.20683884597773647,"score_spread":0.18421509592755475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981069063","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0324358,0.000909992,0.95569116,0.0002783957,0.00008599894,0.000067157176,0.00005459444,0.00009090291,0.010386029],"genre_scores_gemma":[0.75282615,0.002532477,0.23446201,0.00013758411,0.00012631352,0.00020063091,0.00016215946,0.000069313974,0.009483327],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994172,0.00017050111,0.000019914096,0.00008047177,0.00028236574,0.000029641935],"domain_scores_gemma":[0.9984889,0.0009395717,0.00019790619,0.00014658886,0.00018242095,0.00004450043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008851148,0.0007973657,0.00042852145,0.00067139784,0.00033521364,0.0010316033,0.0005727048,0.0007696911,0.0032730121],"category_scores_gemma":[0.0033530917,0.00028570718,0.000423471,0.0004432256,0.0010227843,0.0012526112,0.0005194363,0.0012488537,0.00047471104],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007860651,0.00010465621,0.0023508416,0.00054562907,0.000038748512,0.00030306968,0.0005679014,0.28800926,0.04514296,0.5214009,0.0021464776,0.13931103],"study_design_scores_gemma":[0.0000065963854,0.000066836226,0.0006247676,0.00003614988,0.000004116394,0.00016330036,0.000049688933,0.95936644,0.0028159667,0.0318696,0.0049732104,0.000023289156],"about_ca_topic_score_codex":0.0014386668,"about_ca_topic_score_gemma":0.001267775,"teacher_disagreement_score":0.0032730121,"about_ca_system_score_codex":0.0005123883,"about_ca_system_score_gemma":0.00042058664,"threshold_uncertainty_score":0.010949314},"labels":[],"label_agreement":null},{"id":"W1981668105","doi":"10.1007/s40435-014-0090-9","title":"Controlling chaotic vibrations of an Euler–Bernoulli beam with an active control strategy","year":2014,"lang":"en","type":"article","venue":"International Journal of Dynamics and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Vibration; Beam (structure); Chaotic; Control theory (sociology); Nonlinear system; Bernoulli's principle; Active vibration control; Vibration control; Physics; Amplitude; Mechanics; Acoustics; Computer science; Control (management); Optics","score_opus":0.003324321305324417,"score_gpt":0.20738296835064599,"score_spread":0.20405864704532156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981668105","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29824725,0.00030070412,0.6918181,0.00023976943,0.00021454722,0.000038959657,0.0000123000345,0.000085283544,0.009043114],"genre_scores_gemma":[0.99004793,0.00006374878,0.0081667565,0.000027300284,0.00001964098,0.00002514948,0.0000040848176,0.0000044349495,0.0016409667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992764,0.000018451728,0.000004069606,0.0000145442455,0.000022160306,0.0000130929975],"domain_scores_gemma":[0.99982077,0.000072913586,0.00003115121,0.0000117249865,0.000041061994,0.000022418573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002389011,0.00046673484,0.00034062073,0.00024042523,0.00028941903,0.00038988978,0.0004357751,0.0005154101,0.0009910922],"category_scores_gemma":[0.00047959952,0.00020927003,0.00025515357,0.00016668472,0.00060059846,0.00030418986,0.0006656731,0.00030506085,0.00007210883],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005827544,0.0001561449,0.0012243297,0.00020574327,0.00013335583,0.00031326298,0.000211669,0.7691175,0.13677257,0.030145515,0.0007110633,0.060426082],"study_design_scores_gemma":[0.000015086783,0.000093370974,0.00015939143,0.0000039212473,0.000009478986,0.000014663374,0.0000074251493,0.9971096,0.0014326512,0.0009798465,0.00016934588,0.000005203431],"about_ca_topic_score_codex":0.00083110953,"about_ca_topic_score_gemma":0.00061692484,"teacher_disagreement_score":0.0009910922,"about_ca_system_score_codex":0.00015896738,"about_ca_system_score_gemma":0.00022476971,"threshold_uncertainty_score":0.003315568},"labels":[],"label_agreement":null},{"id":"W1981790761","doi":"10.1115/1.4026982","title":"Evaluation of the Integrity of Steam Generator Tubes Subjected to Flow Induced Vibrations","year":2014,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Safety Commission; University of Guelph","funders":"Canadian Nuclear Safety Commission","keywords":"Fretting; Fretting wear; Heat exchanger; Tube (container); Vibration; Turbulence; Vortex-induced vibration; Structural engineering; Boiler (water heating); Cracking; Flow (mathematics); Work (physics); Engineering; Materials science; Mechanical engineering; Mechanics; Composite material; Acoustics; Waste management","score_opus":0.01529518417524627,"score_gpt":0.25027205553376847,"score_spread":0.2349768713585222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981790761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967964,0.000110650355,0.0025382573,0.000016666734,0.000008265067,0.000010296857,0.00009117417,0.000030464997,0.00039780882],"genre_scores_gemma":[0.9991429,0.000054488995,0.00041999816,0.000004235131,0.0000022756183,0.0000046711098,0.000060593437,0.000006358861,0.00030439324],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999519,0.00007404362,0.000029973326,0.00007295306,0.00024770433,0.000056319743],"domain_scores_gemma":[0.99866974,0.0004341143,0.0002831687,0.00012398786,0.0004127009,0.00007620553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005757416,0.00025688467,0.000346844,0.0006170933,0.00034897003,0.00038489632,0.00035909947,0.00065720157,0.0013122276],"category_scores_gemma":[0.0019519122,0.00022213174,0.00026900554,0.00030546833,0.0005886054,0.00043594712,0.00030920265,0.0002769109,0.0001963069],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011517629,0.00013028494,0.037890196,0.00021051432,0.000079616984,0.0007680837,0.00077595597,0.030517632,0.90120023,0.00035759577,0.00018031728,0.026737798],"study_design_scores_gemma":[0.000025935264,0.0036454028,0.25474963,0.000051409057,0.00017170476,0.00060719415,0.00096450245,0.10675723,0.631436,0.0002932045,0.0012327288,0.00006506819],"about_ca_topic_score_codex":0.0007433079,"about_ca_topic_score_gemma":0.0009659193,"teacher_disagreement_score":0.0013122276,"about_ca_system_score_codex":0.00020577713,"about_ca_system_score_gemma":0.00017208929,"threshold_uncertainty_score":0.0043898225},"labels":[],"label_agreement":null},{"id":"W1982014519","doi":"10.1016/j.finel.2008.07.008","title":"A coupled finite element-optimization technique to determine critical microburst parameters for transmission towers","year":2008,"lang":"en","type":"article","venue":"Finite Elements in Analysis and Design","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University; Atomic Energy (Canada)","funders":"Manitoba Hydro","keywords":"Microburst; Finite element method; Transmission tower; Structural engineering; Tower; Engineering; Meteorology; Physics; Wind speed; Wind shear","score_opus":0.024044278294359588,"score_gpt":0.2575505072828951,"score_spread":0.23350622898853549,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982014519","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018493926,0.000059200145,0.9782607,0.000042442323,0.000016738026,0.000045403056,0.00003176437,0.00030781055,0.002742154],"genre_scores_gemma":[0.37489763,0.000115239265,0.620251,0.000054313154,0.000016591106,0.00026819675,0.00013528159,0.00030611613,0.003955614],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998196,0.00004055419,0.000007581019,0.000019223497,0.00009615737,0.000016804412],"domain_scores_gemma":[0.9995603,0.00021806783,0.000046758763,0.000035545472,0.000119608754,0.000019706546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040351387,0.0007321167,0.0006800023,0.0007440325,0.00053482107,0.0004401785,0.0010142699,0.00096723146,0.0034432425],"category_scores_gemma":[0.0014910699,0.00078952167,0.0006236284,0.00054224697,0.00038853235,0.00058564293,0.00058806903,0.00073622225,0.00063411455],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007353056,0.000087724766,0.00059509254,0.00011011791,0.00004380839,0.00006489773,0.00009854022,0.9124484,0.028840724,0.0057805968,0.0007871082,0.05106948],"study_design_scores_gemma":[0.0000063430266,0.000020832464,0.000098706696,0.0000049712685,0.000006583638,0.00001688505,0.000009571101,0.9960752,0.0028468603,0.00033476588,0.00057467696,0.000004483318],"about_ca_topic_score_codex":0.0036208476,"about_ca_topic_score_gemma":0.0059832446,"teacher_disagreement_score":0.0036208476,"about_ca_system_score_codex":0.00042821927,"about_ca_system_score_gemma":0.0010768273,"threshold_uncertainty_score":0.011518776},"labels":[],"label_agreement":null},{"id":"W1982472850","doi":"10.1007/s00419-012-0609-5","title":"Subharmonic dynamics of an axially accelerating beam","year":2012,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Phase portrait; Galerkin method; Bifurcation; Axial symmetry; Nonlinear system; Mathematical analysis; Mathematics; Acceleration; Ordinary differential equation; Natural frequency; Partial differential equation; Phase plane; Multiple-scale analysis; Beam (structure); Physics; Differential equation; Classical mechanics; Geometry; Vibration; Optics","score_opus":0.009402726241332187,"score_gpt":0.20249845384775703,"score_spread":0.19309572760642485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982472850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94163734,0.0001815756,0.028323961,0.0004695189,0.00009897848,0.000025931473,0.000121469595,0.00012497384,0.029016212],"genre_scores_gemma":[0.98575795,0.00010987927,0.0030664108,0.00007103384,0.00003730654,0.00001578252,0.000059888298,0.000028755745,0.01085302],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999536,0.0000061723636,0.0000012796321,0.000004632216,0.000023364739,0.000010918506],"domain_scores_gemma":[0.9998222,0.000044982422,0.000029398778,0.000015399737,0.000040757113,0.000047193218],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013982435,0.00017155797,0.00024909902,0.00039170368,0.00042744091,0.0003240195,0.00034977475,0.00040967134,0.0041734236],"category_scores_gemma":[0.0004709512,0.00012916035,0.000113259215,0.00025059117,0.00044207982,0.00031125377,0.0004198686,0.00044300387,0.00035694597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007161664,0.00043473305,0.014136059,0.00014058892,0.00010328396,0.002735526,0.0016829332,0.4048456,0.27644578,0.22124909,0.007305175,0.0702051],"study_design_scores_gemma":[0.000024468161,0.00012325484,0.019966098,0.000012221305,0.000014320212,0.00031075312,0.000210548,0.95532537,0.0044430774,0.016500734,0.003031592,0.000037519258],"about_ca_topic_score_codex":0.0015726238,"about_ca_topic_score_gemma":0.0012573291,"teacher_disagreement_score":0.0041734236,"about_ca_system_score_codex":0.00026742034,"about_ca_system_score_gemma":0.00029925237,"threshold_uncertainty_score":0.013961494},"labels":[],"label_agreement":null},{"id":"W1982516032","doi":"10.1016/s0020-7462(00)00023-8","title":"Vibration analysis on a thin plate with the aid of computation of normal forms","year":2001,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; Computation; Structural engineering; Mathematics; Acoustics; Physics; Engineering; Algorithm","score_opus":0.008031952471097467,"score_gpt":0.24225628374255365,"score_spread":0.23422433127145617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982516032","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1862821,0.00021644849,0.8085808,0.000115981886,0.00007476323,0.000032600856,0.000030624095,0.00020142113,0.0044651725],"genre_scores_gemma":[0.8899382,0.00037948295,0.104240276,0.000021074635,0.000040222207,0.000046989375,0.000049441802,0.00007151985,0.0052128057],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988747,0.000030324893,0.0000044567582,0.00001311069,0.000054223023,0.0000104176925],"domain_scores_gemma":[0.9997012,0.00017025348,0.000022612458,0.00002784602,0.0000576472,0.000020402216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026386476,0.00046190518,0.00043706078,0.00044375006,0.00026218608,0.00039744528,0.00046679558,0.00044438674,0.0011877131],"category_scores_gemma":[0.0009660743,0.0002252756,0.00039901945,0.00028167828,0.00065362646,0.0005042388,0.00047105804,0.00058118254,0.00019283955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002417504,0.00006606574,0.0014671736,0.00020996568,0.00004743598,0.00040462494,0.00025894956,0.7495074,0.0874454,0.080188505,0.00077725365,0.07938538],"study_design_scores_gemma":[0.0000040126797,0.000023895118,0.00025773156,0.0000034259872,0.0000033246206,0.000031907854,0.000013768728,0.99378705,0.0013187163,0.004380129,0.0001706614,0.0000053142444],"about_ca_topic_score_codex":0.0011125687,"about_ca_topic_score_gemma":0.00090013235,"teacher_disagreement_score":0.0011877131,"about_ca_system_score_codex":0.00014986155,"about_ca_system_score_gemma":0.0004131599,"threshold_uncertainty_score":0.003973305},"labels":[],"label_agreement":null},{"id":"W1982812719","doi":"10.1115/dscc2013-3733","title":"Free Vibration Analysis of a Beam With an Attached In-Span Beam With Tip Mass","year":2013,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto","funders":"","keywords":"Beam (structure); Vibration; Structural engineering; Rigidity (electromagnetism); Flexural rigidity; Span (engineering); Finite element method; Conductor; Damper; Physics; Engineering; Materials science; Acoustics","score_opus":0.005681010093175488,"score_gpt":0.1936712489071128,"score_spread":0.1879902388139373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982812719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8133732,0.00023077294,0.17785643,0.00010923263,0.000031894153,0.000041087005,0.0001082614,0.00008995168,0.008159182],"genre_scores_gemma":[0.98924863,0.00008989445,0.0069574653,0.00001594054,0.0000061713627,0.000025499818,0.00003904917,0.0000059735316,0.0036114429],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991465,0.000020800482,0.0000034005857,0.000017113993,0.000031622836,0.00001238543],"domain_scores_gemma":[0.9998821,0.000048846163,0.00002217439,0.000011373151,0.000024279896,0.000011162783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025753086,0.00030033075,0.00025681197,0.00022219043,0.00017213589,0.0002185065,0.0004185672,0.00056137657,0.0018588062],"category_scores_gemma":[0.000244295,0.00012871725,0.00024332077,0.00013632904,0.0003126644,0.00020357715,0.00021189445,0.00017408874,0.00027144974],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061985536,0.00017674782,0.009076556,0.0002463474,0.00012683308,0.0012817081,0.00080851273,0.48686522,0.45100075,0.01582731,0.00091168284,0.03305856],"study_design_scores_gemma":[0.000018006183,0.00023527117,0.005617311,0.000010007195,0.000017152724,0.000081791826,0.000072652234,0.9855137,0.0072952737,0.00058233837,0.00054521696,0.00001125562],"about_ca_topic_score_codex":0.0014546681,"about_ca_topic_score_gemma":0.0011621935,"teacher_disagreement_score":0.0018588062,"about_ca_system_score_codex":0.00015210509,"about_ca_system_score_gemma":0.00016515455,"threshold_uncertainty_score":0.006218314},"labels":[],"label_agreement":null},{"id":"W1984200695","doi":"10.2514/1.c031071","title":"Effects of Sloshing on Flutter Prediction of Liquid-Filled Circular Cylindrical Shell","year":2011,"lang":"en","type":"article","venue":"Journal of Aircraft","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Slosh dynamics; Flutter; Shell (structure); Mechanics; Structural engineering; Aeroelasticity; Materials science; Aerodynamics; Physics; Engineering; Composite material","score_opus":0.008936288032276285,"score_gpt":0.19159022369289136,"score_spread":0.18265393566061508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984200695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.986389,0.00009147364,0.0121851675,0.000036786492,0.000022541388,0.000009156305,0.000041251085,0.00017282678,0.0010517938],"genre_scores_gemma":[0.99926025,0.000021029993,0.0005095514,0.000003961678,0.0000022255408,0.0000024043647,0.00001716035,0.0000069848497,0.00017634178],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999162,0.000018177932,0.0000045352217,0.000016114405,0.000021033486,0.000024051506],"domain_scores_gemma":[0.9995154,0.0002641632,0.000044221273,0.000027853857,0.000104826635,0.00004348469],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025080892,0.0004564214,0.0004784172,0.00025710522,0.000355847,0.00045165903,0.0004263564,0.00089475117,0.0007651515],"category_scores_gemma":[0.000995559,0.0002171774,0.0005262611,0.0001525222,0.00038744972,0.00043815313,0.00034231922,0.00036416645,0.00012933611],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005003265,0.000083647,0.0062722424,0.000077760764,0.000020254663,0.0003567021,0.0000894474,0.9425105,0.04065604,0.0001610577,0.00018147379,0.009090558],"study_design_scores_gemma":[0.0000051658562,0.000050556377,0.001290886,0.0000027048968,0.0000041048593,0.0000060335565,0.000011262711,0.99600005,0.0025926763,0.000010598718,0.000021746058,0.0000041254707],"about_ca_topic_score_codex":0.014046963,"about_ca_topic_score_gemma":0.0058389036,"teacher_disagreement_score":0.014046963,"about_ca_system_score_codex":0.00024411292,"about_ca_system_score_gemma":0.00030609567,"threshold_uncertainty_score":0.027930439},"labels":[],"label_agreement":null},{"id":"W1985227045","doi":"10.1115/imece2010-40622","title":"Modeling Flutter Using Deflection-Dependent Strain-Rate Damping","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Flutter; Nonlinear system; Deflection (physics); Computation; Structural engineering; Control theory (sociology); Equations of motion; Mechanics; Engineering; Computer science; Physics; Aerodynamics; Classical mechanics","score_opus":0.016901630504052093,"score_gpt":0.24018038600979327,"score_spread":0.22327875550574117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985227045","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19097406,0.0010139274,0.7884594,0.00033337725,0.00009813779,0.00013916119,0.00019444074,0.0005871901,0.018200245],"genre_scores_gemma":[0.9361573,0.0010016406,0.05596907,0.000055483037,0.000031536914,0.00015164232,0.0001541835,0.00007959122,0.006399453],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991226,0.000014719181,0.0000049593573,0.000017022896,0.000037306658,0.000013677679],"domain_scores_gemma":[0.9998996,0.000044259035,0.000022292525,0.000009861709,0.000017343646,0.000006609344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001738842,0.0006078355,0.00039941008,0.00035699262,0.0003104974,0.0005657697,0.00084902876,0.0010409515,0.0010360996],"category_scores_gemma":[0.0004223114,0.00026096904,0.00071426283,0.0001815427,0.00041652904,0.00071444496,0.00051339756,0.00060268375,0.00023803007],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014355772,0.00002741558,0.0010202335,0.000046953795,0.000011599877,0.00010579234,0.00008359577,0.97919595,0.010478422,0.0036775635,0.00015388583,0.0051842574],"study_design_scores_gemma":[0.0000024175442,0.000010414595,0.00013606173,0.0000035466906,0.0000026206183,0.000017078051,0.0000058418523,0.9986792,0.0004267706,0.0003353243,0.0003773131,0.0000033338479],"about_ca_topic_score_codex":0.0068034413,"about_ca_topic_score_gemma":0.0052268156,"teacher_disagreement_score":0.0068034413,"about_ca_system_score_codex":0.00030461274,"about_ca_system_score_gemma":0.00054832635,"threshold_uncertainty_score":0.013527691},"labels":[],"label_agreement":null},{"id":"W1985569042","doi":"10.1016/j.apm.2011.09.084","title":"Nonlinear vibrations and stability of parametrically exited systems with cubic nonlinearities and internal boundary conditions: A general solution procedure","year":2011,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Stability (learning theory); Vibration; Mathematics; Mathematical analysis; Boundary value problem; Equations of motion; Control theory (sociology); Multiple-scale analysis; Partial differential equation; Boundary (topology); Amplitude; Applied mathematics; Physics; Classical mechanics; Computer science","score_opus":0.025149639485508947,"score_gpt":0.21540116932485348,"score_spread":0.19025152983934454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985569042","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03143641,0.00032055657,0.9545593,0.00016622692,0.00005155711,0.00007598834,0.00005907073,0.00009031303,0.013240665],"genre_scores_gemma":[0.718543,0.0011388804,0.22173151,0.00020620639,0.00018265113,0.000538432,0.00024606677,0.00032221535,0.05709107],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998247,0.000065148786,0.000010355953,0.00003193553,0.000048829428,0.000018979605],"domain_scores_gemma":[0.9996947,0.0001542003,0.000029471013,0.00003327769,0.000069619346,0.00001885963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00091029797,0.0009065135,0.0007966054,0.0008302574,0.0006051963,0.00080629066,0.0012229367,0.0014103565,0.0039775353],"category_scores_gemma":[0.0018167493,0.00048073623,0.0012041093,0.0004498254,0.0017122339,0.0010161153,0.0020741532,0.0015356037,0.00064686534],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010697029,0.000104800216,0.0004483474,0.00029929148,0.00006505474,0.00031808045,0.00058833975,0.6352159,0.019683538,0.3008754,0.0018111592,0.04048322],"study_design_scores_gemma":[0.0000132048335,0.000022554997,0.00011761969,0.000011769099,0.000009620547,0.000036531375,0.000035618967,0.9765013,0.0008113491,0.021531709,0.0008959156,0.0000127450085],"about_ca_topic_score_codex":0.0022931832,"about_ca_topic_score_gemma":0.002578253,"teacher_disagreement_score":0.0039775353,"about_ca_system_score_codex":0.0004563535,"about_ca_system_score_gemma":0.0007529782,"threshold_uncertainty_score":0.0133062005},"labels":[],"label_agreement":null},{"id":"W1986032854","doi":"10.1007/s00419-012-0706-5","title":"Three-dimensional nonlinear planar dynamics of an axially moving Timoshenko beam","year":2012,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Galerkin method; Timoshenko beam theory; Nonlinear system; Phase portrait; Mathematics; Mathematical analysis; Partial differential equation; Ordinary differential equation; Discretization; Equations of motion; Axial symmetry; Classical mechanics; Bifurcation; Differential equation; Beam (structure); Physics; Geometry; Optics","score_opus":0.0058408614167522206,"score_gpt":0.19256022127623829,"score_spread":0.18671935985948607,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986032854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8519084,0.00026236614,0.109443896,0.00066152937,0.000111017835,0.000049832313,0.0004863598,0.00023667705,0.036839895],"genre_scores_gemma":[0.9839955,0.00019041331,0.006861407,0.0000547373,0.000022020908,0.000027396789,0.00016291247,0.000032169195,0.008653277],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999616,0.0000050474955,0.0000012691489,0.0000057151183,0.000017819364,0.000008534305],"domain_scores_gemma":[0.9999311,0.000018789398,0.000015216917,0.0000067864953,0.000012607943,0.000015456917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000099872486,0.00022802569,0.00020996237,0.00024163772,0.00037312147,0.00040998173,0.00033755423,0.00046203643,0.004159427],"category_scores_gemma":[0.00028684997,0.00011842786,0.00018758462,0.00022859623,0.0006700506,0.00040470558,0.0005959711,0.00035900433,0.00033447688],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005168046,0.00011821097,0.0051944344,0.00015049771,0.00004712199,0.0014554397,0.00082073925,0.7267393,0.11661607,0.09731166,0.0034066695,0.047623087],"study_design_scores_gemma":[0.000031776643,0.00009506868,0.008100586,0.000012045764,0.000013988638,0.0003240389,0.00024509057,0.9729118,0.0047785765,0.010445257,0.0029945374,0.000047373436],"about_ca_topic_score_codex":0.0022540693,"about_ca_topic_score_gemma":0.0014343917,"teacher_disagreement_score":0.004159427,"about_ca_system_score_codex":0.00021536605,"about_ca_system_score_gemma":0.00039907612,"threshold_uncertainty_score":0.013914645},"labels":[],"label_agreement":null},{"id":"W1986989946","doi":"10.1007/s00170-007-1122-9","title":"Experimental and finite element analysis of parameters in manufacturing of metal bellows","year":2007,"lang":"en","type":"article","venue":"The International Journal of Advanced Manufacturing Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Bellows; Finite element method; Tube (container); Mechanical engineering; Die (integrated circuit); Spring (device); Structural engineering; Internal pressure; Materials science; Engineering; Composite material","score_opus":0.006447391804341784,"score_gpt":0.2462798103054739,"score_spread":0.23983241850113213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986989946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99016005,0.000095876276,0.008049717,0.00004586465,0.000016105412,0.000015573025,0.000103677055,0.000071860486,0.0014413764],"genre_scores_gemma":[0.99753064,0.000019275003,0.0019779594,0.0000034213133,0.0000018928013,0.000008146962,0.000052713705,0.000009874684,0.00039611474],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999361,0.00010083348,0.00003495953,0.00008111368,0.00033782737,0.0000842705],"domain_scores_gemma":[0.9974843,0.0015063019,0.00023767288,0.0003520905,0.00036575992,0.000053814136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067188876,0.00029867547,0.0003043741,0.00045579922,0.0005080611,0.000411448,0.0009074463,0.00088195404,0.0036745581],"category_scores_gemma":[0.0025698096,0.00038018395,0.00030145957,0.00047532024,0.00087567547,0.000645052,0.0002848355,0.00037199951,0.00031407783],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014694011,0.0006855291,0.004678624,0.00019493933,0.000022417626,0.00012901315,0.00036699185,0.06418564,0.9116423,0.0024055215,0.00033034905,0.013889255],"study_design_scores_gemma":[0.000071322225,0.0014138032,0.018927699,0.000018640856,0.000033609685,0.00016022958,0.00034559998,0.21188013,0.7651066,0.00046509886,0.0015271733,0.00005013013],"about_ca_topic_score_codex":0.0010559859,"about_ca_topic_score_gemma":0.0010877216,"teacher_disagreement_score":0.0036745581,"about_ca_system_score_codex":0.00050744956,"about_ca_system_score_gemma":0.000313139,"threshold_uncertainty_score":0.0122926235},"labels":[],"label_agreement":null},{"id":"W1989201761","doi":"10.1109/acc.2012.6315643","title":"Application of the Watanabe-modified Smith predictor control technique in thermoforming","year":2012,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Thermoforming; Robustness (evolution); Smith predictor; Control theory (sociology); Temperature control; Process control; Computer science; Control system; Process (computing); Control engineering; Control (management); PID controller; Engineering; Mechanical engineering; Artificial intelligence","score_opus":0.003825534323573965,"score_gpt":0.19272974973051601,"score_spread":0.18890421540694205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989201761","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05886823,0.0006065942,0.9359118,0.000113401475,0.0001241943,0.000038114533,0.000010359049,0.00054128683,0.0037859518],"genre_scores_gemma":[0.8763206,0.00047173983,0.11859021,0.000048765367,0.000037503374,0.000044427634,0.000022958762,0.000023112916,0.004440768],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997383,0.00004784848,0.000019170584,0.000047188176,0.00012757952,0.000019962028],"domain_scores_gemma":[0.99981505,0.000063224456,0.000032036587,0.000024360186,0.000056836085,0.000008534967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003390617,0.00030761518,0.0002633553,0.00017228548,0.00019696254,0.00028598378,0.00038785735,0.00032447884,0.0010565751],"category_scores_gemma":[0.000670841,0.00017380994,0.00015487468,0.00027992605,0.00031470068,0.0003732364,0.00027041833,0.00042450224,0.00016036161],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039095414,0.00008647386,0.0017329955,0.00033909362,0.00007205144,0.00043403378,0.00033805537,0.15430397,0.41802278,0.011725138,0.00081547094,0.41173896],"study_design_scores_gemma":[0.00004349452,0.001091365,0.0024878078,0.00003907627,0.000067138266,0.00050500233,0.00006146962,0.81949,0.16233028,0.0026684173,0.011165157,0.000050781866],"about_ca_topic_score_codex":0.0010666106,"about_ca_topic_score_gemma":0.0015076215,"teacher_disagreement_score":0.0010666106,"about_ca_system_score_codex":0.00016535088,"about_ca_system_score_gemma":0.00053883955,"threshold_uncertainty_score":0.003534615},"labels":[],"label_agreement":null},{"id":"W1989380149","doi":"10.1115/detc2002/dac-34120","title":"Dynamic Analysis and Optimization of Tensioner in Automotive Serpentine Belt Drive Systems","year":2002,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Crankshaft; Control theory (sociology); Vibration; Sequential quadratic programming; Degrees of freedom (physics and chemistry); Degree (music); Computer science; Optimal design; Harmonic; Quadratic programming; Engineering; Mathematics; Mechanical engineering; Physics; Mathematical optimization; Acoustics","score_opus":0.0040162601237932844,"score_gpt":0.18218444194451394,"score_spread":0.17816818182072067,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989380149","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07516966,0.00039283765,0.91887534,0.00011089639,0.00001211948,0.00003426487,0.000040518687,0.00021683467,0.0051475307],"genre_scores_gemma":[0.95299166,0.00037158965,0.043101896,0.000022749124,0.000015183335,0.000086137814,0.00005369403,0.000048194586,0.003308727],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980766,0.000065653694,0.000007035929,0.00003818205,0.000059813043,0.000021724998],"domain_scores_gemma":[0.99983966,0.00008469487,0.00003952132,0.0000071892046,0.000022732618,0.0000060345837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043354637,0.0007670318,0.00052681816,0.00034515958,0.00024874753,0.0004743449,0.00035429935,0.0004763113,0.0019457411],"category_scores_gemma":[0.0005419656,0.00036829634,0.00033455883,0.00020039869,0.00033643746,0.0004075636,0.00029679775,0.00032586366,0.00021370614],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005000669,0.00001566992,0.00017826668,0.00007450606,0.000011024704,0.00004242248,0.000033588145,0.96878505,0.01490746,0.0022909606,0.000119649034,0.013491407],"study_design_scores_gemma":[0.0000060658026,0.00005818832,0.00018325883,0.0000037276427,0.0000047320555,0.000009868226,0.0000061127885,0.9974203,0.0013028602,0.00059562793,0.00040593956,0.0000032992127],"about_ca_topic_score_codex":0.0014704361,"about_ca_topic_score_gemma":0.0016002457,"teacher_disagreement_score":0.0019457411,"about_ca_system_score_codex":0.0003479492,"about_ca_system_score_gemma":0.00032707004,"threshold_uncertainty_score":0.006509125},"labels":[],"label_agreement":null},{"id":"W1989812759","doi":"10.1109/tpwrd.2007.899803","title":"Design Methodology for Flexible Buswork Between Substation Equipment Subjected to Earthquakes","year":2007,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Engineering; Finite element method; Electrical equipment; Conductor; Reliability engineering; Computer science; Structural engineering; Mechanical engineering","score_opus":0.06121691749601345,"score_gpt":0.2900920109809563,"score_spread":0.2288750934849429,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989812759","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0065169893,0.000036651494,0.99176544,0.000016741864,0.0000084438025,0.00012121893,0.000011633716,0.00010900911,0.001413897],"genre_scores_gemma":[0.4666193,0.00025276587,0.5281679,0.000050074545,0.00002028003,0.0009381607,0.00007518126,0.00013900726,0.0037372876],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991492,0.00029219958,0.000049300685,0.00008991068,0.0003498612,0.00006959642],"domain_scores_gemma":[0.9991235,0.00035802918,0.00020081204,0.000054415654,0.00022759716,0.000035625788],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019765424,0.0010871999,0.00068471796,0.0009234868,0.00043146018,0.00086992426,0.0014402776,0.00090240885,0.0041990387],"category_scores_gemma":[0.0023287726,0.0007386988,0.0006421688,0.00038835534,0.00073725893,0.00055870385,0.00088031054,0.0005530722,0.0005913653],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049783746,0.000057902802,0.00039418315,0.00026294164,0.000035200435,0.00019425545,0.00025258656,0.9225547,0.021237966,0.010992822,0.00026817224,0.04369953],"study_design_scores_gemma":[0.00003156915,0.00026935415,0.00015528363,0.000033603264,0.000024734076,0.00005880719,0.00007568353,0.9886785,0.0039101103,0.0038140838,0.0029383667,0.000009920156],"about_ca_topic_score_codex":0.0011241843,"about_ca_topic_score_gemma":0.0014042385,"teacher_disagreement_score":0.0041990387,"about_ca_system_score_codex":0.0005624686,"about_ca_system_score_gemma":0.0010507787,"threshold_uncertainty_score":0.014047146},"labels":[],"label_agreement":null},{"id":"W1990053382","doi":"10.1016/j.oceaneng.2013.01.008","title":"Three-dimensional dynamics of long pipes towed underwater. Part 1: The equations of motion","year":2013,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Towing; Inviscid flow; Equations of motion; Buoyancy; Dynamics (music); Underwater; BARGE; Mechanics; Work (physics); Motion (physics); Physics; Boundary value problem; Classical mechanics; Marine engineering; Engineering; Geology; Acoustics","score_opus":0.007823680480724121,"score_gpt":0.17996924830396543,"score_spread":0.1721455678232413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990053382","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15133476,0.012025874,0.7696207,0.0037322019,0.0010689012,0.00018227317,0.0022504914,0.00036258166,0.05942224],"genre_scores_gemma":[0.85488886,0.012209566,0.03695767,0.000582177,0.00051519054,0.0002874442,0.0012019471,0.00031467897,0.093042515],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989355,0.000024595449,0.000009331375,0.000016431935,0.000044853816,0.000011306868],"domain_scores_gemma":[0.9997609,0.00008527569,0.000055734392,0.00002205037,0.000056154226,0.000019835636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027026882,0.0006137219,0.00042791324,0.00044620963,0.00027729952,0.000804174,0.0006661758,0.0008544042,0.0053016786],"category_scores_gemma":[0.0010116238,0.00027711265,0.00052603567,0.00045818466,0.0010519275,0.0015061693,0.0012045508,0.0009262445,0.0007982186],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055352775,0.000079434656,0.0027586783,0.00051673845,0.00005996975,0.00049715646,0.0006987651,0.7045137,0.017976245,0.21099544,0.013377323,0.04847124],"study_design_scores_gemma":[0.000013967818,0.000053540338,0.005411345,0.00007315585,0.000021305856,0.00027586118,0.00017746662,0.91638553,0.0014295769,0.058678273,0.017417358,0.0000626589],"about_ca_topic_score_codex":0.005645216,"about_ca_topic_score_gemma":0.0036230262,"teacher_disagreement_score":0.005645216,"about_ca_system_score_codex":0.0003615449,"about_ca_system_score_gemma":0.0006369487,"threshold_uncertainty_score":0.017735898},"labels":[],"label_agreement":null},{"id":"W1990065945","doi":"10.1260/136943309787522641","title":"Influence of Bolted-Joint Slippage on the Response of Transmission Towers Subjected to Frost-Heave","year":2009,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Manitoba Hydro","keywords":"Slippage; Structural engineering; Joint (building); Tower; Transmission tower; Finite element method; Engineering; Geotechnical engineering; Fastener; Safety factor; Geology","score_opus":0.003175427944409343,"score_gpt":0.21286184205426945,"score_spread":0.2096864141098601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990065945","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989735,0.000029126226,0.00076085556,0.000007006245,0.0000032025239,0.000003069876,0.000017360611,0.000019124594,0.0001866958],"genre_scores_gemma":[0.99967885,0.000026056548,0.00015653591,0.000003207112,8.313773e-7,0.000001805126,0.0000202711,0.0000029395164,0.00010954879],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998648,0.000024439303,0.000007536466,0.00001840839,0.00005320897,0.000031697225],"domain_scores_gemma":[0.9995541,0.00021501351,0.00006695632,0.000041835556,0.0000757742,0.00004630076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026529076,0.00031810414,0.00031865173,0.0002750008,0.00022688192,0.00020925308,0.00021669257,0.00032957754,0.0011361246],"category_scores_gemma":[0.0010395745,0.00020376573,0.00023844688,0.00008766921,0.00036271123,0.00018708805,0.00021597598,0.00022145714,0.00019062495],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001236227,0.00020372162,0.01641558,0.0001777978,0.00006279673,0.00090834225,0.00053330214,0.07890103,0.88740224,0.00007909671,0.00017548038,0.013904437],"study_design_scores_gemma":[0.000076318895,0.0035005107,0.16891058,0.00004336956,0.00008523996,0.0005468414,0.0006051695,0.44896474,0.37649468,0.00013470078,0.0005811295,0.00005672166],"about_ca_topic_score_codex":0.0014317748,"about_ca_topic_score_gemma":0.0014483436,"teacher_disagreement_score":0.0014317748,"about_ca_system_score_codex":0.0001417079,"about_ca_system_score_gemma":0.00011031918,"threshold_uncertainty_score":0.0038006902},"labels":[],"label_agreement":null},{"id":"W1990423309","doi":"10.1002/eqe.283","title":"Experimental identification of the vibration modes of liquid‐filled conical tanks and validation of a numerical model","year":2003,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Earthquake shaking table; Conical surface; Structural engineering; Vibration; Slosh dynamics; Added mass; Engineering; Experimental data; Shell (structure); Seismic loading; Acceleration; Computer simulation; Mechanics; Simulation; Mechanical engineering; Physics; Mathematics","score_opus":0.005384872472994839,"score_gpt":0.2044820385259301,"score_spread":0.19909716605293526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990423309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95847636,0.000054627013,0.0398342,0.000036723417,0.00002155312,0.00011196385,0.000152841,0.00020484086,0.0011067827],"genre_scores_gemma":[0.9902941,0.000031924195,0.009125385,0.0000049581554,0.0000017501133,0.00007730296,0.00006532024,0.0000073750016,0.0003917869],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969435,0.00003322155,0.000022771708,0.000064301006,0.00015170193,0.000033641027],"domain_scores_gemma":[0.9995254,0.00014311899,0.00008399494,0.00009119512,0.00012385148,0.00003242855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005835863,0.0004473167,0.00026400038,0.0002949048,0.00026693076,0.00029487922,0.0007460261,0.0005294063,0.0013431413],"category_scores_gemma":[0.0009351577,0.00018296942,0.00021986992,0.00021400953,0.00062230614,0.00029636992,0.00046076925,0.00030708362,0.0002774299],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035917273,0.0003863395,0.0030502237,0.00015646296,0.000008635725,0.00016675676,0.0002747168,0.067626566,0.9138006,0.00081887277,0.00017713266,0.013174529],"study_design_scores_gemma":[0.00008274053,0.0026195135,0.005290099,0.000026245518,0.000014823133,0.000066700326,0.00017484279,0.44624662,0.5442448,0.00023813201,0.000956662,0.00003885804],"about_ca_topic_score_codex":0.0009369565,"about_ca_topic_score_gemma":0.0006965791,"teacher_disagreement_score":0.0013431413,"about_ca_system_score_codex":0.00030648464,"about_ca_system_score_gemma":0.00033695603,"threshold_uncertainty_score":0.0044932365},"labels":[],"label_agreement":null},{"id":"W1991481497","doi":"10.1177/1077546309106526","title":"Generalized Orthogonality Condition for Beams with Intermediate Lumped Masses Subjected to Axial Force","year":2010,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; University of Toronto; University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Orthogonality; Boundary value problem; Normal mode; Vibration; Beam (structure); Mathematical analysis; Computation; Diagonal; Mode (computer interface); Physics; Mathematics; Modal; Exact solutions in general relativity; Geometry; Computer science; Acoustics; Optics","score_opus":0.0039633872868263436,"score_gpt":0.22041874973843548,"score_spread":0.21645536245160912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991481497","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25347543,0.00024921948,0.7358738,0.00017932682,0.00006438525,0.00007906511,0.000108173335,0.00010337201,0.009867233],"genre_scores_gemma":[0.93558836,0.00047975878,0.057701465,0.00009228523,0.00005798892,0.00016201165,0.00018564191,0.0000762538,0.0056562647],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993191,0.00014580856,0.000027861031,0.00008590301,0.00031117248,0.00011015995],"domain_scores_gemma":[0.99917763,0.0003702685,0.00012538984,0.00008786307,0.00019548212,0.000043295855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010521049,0.000447065,0.00039122804,0.00046454635,0.00026863185,0.0006325407,0.00034913307,0.00053829595,0.0026505713],"category_scores_gemma":[0.002839577,0.0002469942,0.00029097835,0.00023267175,0.0009263747,0.0008310553,0.0009570218,0.0004803238,0.00027189785],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038392047,0.000096275864,0.0031478247,0.000253568,0.000061670755,0.0011019986,0.0006712289,0.256741,0.26286018,0.41702667,0.0016600532,0.055995572],"study_design_scores_gemma":[0.00004457317,0.000108429755,0.0016880162,0.00001830141,0.00001548996,0.0001938709,0.00012448308,0.92960346,0.019150693,0.046561368,0.0024528913,0.00003843228],"about_ca_topic_score_codex":0.0015616652,"about_ca_topic_score_gemma":0.0009832203,"teacher_disagreement_score":0.0026505713,"about_ca_system_score_codex":0.00027688555,"about_ca_system_score_gemma":0.00067298015,"threshold_uncertainty_score":0.008867025},"labels":[],"label_agreement":null},{"id":"W1991546634","doi":"10.1115/pvp2014-28335","title":"Dynamics of a Pipe Conveying Fluid Flexibly Supported at the Ends","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Amec Foster Wheeler (Canada); McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Stanley Medical Research Institute","keywords":"Equations of motion; Eigenfunction; Galerkin method; Boundary value problem; Discretization; Differential equation; Ordinary differential equation; Dynamics (music); Motion (physics); Bernoulli's principle; Boundary (topology); Timoshenko beam theory; Classical mechanics; Mathematics; Stiffness; Beam (structure); Mathematical analysis; Physics; Eigenvalues and eigenvectors; Finite element method","score_opus":0.006280757010195322,"score_gpt":0.20295555524372158,"score_spread":0.19667479823352627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991546634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88341874,0.00023573625,0.10420213,0.0003427372,0.000038073267,0.00003453267,0.00008943343,0.00011263033,0.011525907],"genre_scores_gemma":[0.9907866,0.0001102954,0.0034250203,0.000026248972,0.000010598202,0.00002714949,0.00003912626,0.0000121461135,0.005562679],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991155,0.000017151388,0.000004010821,0.000022591326,0.000031226733,0.000013403836],"domain_scores_gemma":[0.9998529,0.000042565815,0.000041193452,0.000011987269,0.000021301536,0.00002990512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017148814,0.0003062758,0.00036054174,0.0002558649,0.00039302142,0.00058280915,0.000544571,0.0007288512,0.0015518958],"category_scores_gemma":[0.00051875866,0.00019859505,0.00029182545,0.00015903635,0.0012832761,0.0007736846,0.0011926856,0.00036845964,0.00017439776],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044744252,0.000104901614,0.003126739,0.00013604917,0.000060524857,0.002155428,0.00086257013,0.7720451,0.13506106,0.06985956,0.0006630331,0.015477617],"study_design_scores_gemma":[0.000027005166,0.00020646414,0.0019140355,0.000013026803,0.000010813398,0.00016811705,0.00015820254,0.98540974,0.0049599335,0.0061438656,0.00095214194,0.00003665655],"about_ca_topic_score_codex":0.001320652,"about_ca_topic_score_gemma":0.0005008837,"teacher_disagreement_score":0.0015518958,"about_ca_system_score_codex":0.0002443805,"about_ca_system_score_gemma":0.0003030965,"threshold_uncertainty_score":0.005191624},"labels":[],"label_agreement":null},{"id":"W1992575179","doi":"10.1016/j.ijnonlinmec.2012.08.003","title":"Steady-state transverse response of an axially moving beam with time-dependent axial speed","year":2012,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Galerkin method; Eigenfunction; Mathematical analysis; Ordinary differential equation; Axial symmetry; Phase portrait; Bifurcation; Mathematics; Partial differential equation; Beam (structure); Discretization; Physics; Classical mechanics; Differential equation; Geometry; Nonlinear system; Optics","score_opus":0.00907764573202208,"score_gpt":0.24174824743027393,"score_spread":0.23267060169825185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992575179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97911835,0.00007965687,0.016176194,0.00010661891,0.000029253055,0.00001877898,0.00008222261,0.000114829796,0.0042740703],"genre_scores_gemma":[0.9975618,0.000033895492,0.0009721947,0.000018018662,0.0000054934003,0.000009135471,0.000037954127,0.00001190845,0.0013496525],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998198,0.00003414052,0.000007996836,0.00002790329,0.000066954526,0.000043177006],"domain_scores_gemma":[0.9991974,0.00043095497,0.00007000759,0.00005294988,0.00018717055,0.00006149409],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037893705,0.00026204888,0.00035117436,0.00031540534,0.00029378932,0.00033396322,0.00033418174,0.0006333846,0.0027861504],"category_scores_gemma":[0.0012473121,0.00021145064,0.00023381771,0.00024897695,0.0005818639,0.0003422453,0.00037117396,0.0002739441,0.00032030835],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004974226,0.000424901,0.01825492,0.00041973699,0.0001545269,0.0022087754,0.0018613401,0.24629542,0.67703307,0.007080178,0.0018710092,0.039421935],"study_design_scores_gemma":[0.00005877823,0.0011159824,0.036245916,0.000059093145,0.000056686535,0.00045336797,0.0006211677,0.8993127,0.060105626,0.0008984266,0.0009950998,0.000077195946],"about_ca_topic_score_codex":0.0012139977,"about_ca_topic_score_gemma":0.0009435127,"teacher_disagreement_score":0.0027861504,"about_ca_system_score_codex":0.00018928251,"about_ca_system_score_gemma":0.00026862085,"threshold_uncertainty_score":0.009320617},"labels":[],"label_agreement":null},{"id":"W1992770710","doi":"10.1115/fedsm-icnmm2010-30034","title":"Influence of Geometry on the Non-Linear Vibrations of Cylindrical Shells With Internal Flowing Fluid","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Shell (structure); Inviscid flow; Galerkin method; Mechanics; Conservative vector field; Vibration; Nonlinear system; Geometry; Spherical shell; Physics; Compressibility; Rotational symmetry; Fluid dynamics; RADIUS; Equations of motion; Classical mechanics; Mathematics; Materials science; Acoustics","score_opus":0.00458933860273417,"score_gpt":0.20604531751328525,"score_spread":0.2014559789105511,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992770710","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97355247,0.00016964875,0.024602678,0.000030191963,0.0000137038505,0.000013975787,0.0000135711025,0.000058354643,0.0015453686],"genre_scores_gemma":[0.9981211,0.00008101072,0.0014942273,0.0000067304604,0.000002730581,0.000005577609,0.00001103194,0.000013704028,0.00026385687],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999718,0.00009011891,0.0000151391805,0.00003953608,0.000093306044,0.000043853906],"domain_scores_gemma":[0.9992442,0.00041076096,0.00016568102,0.00007163395,0.00006493566,0.000042777974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003942889,0.00043131894,0.0003204293,0.00027020235,0.0002286444,0.00041554825,0.0002586352,0.00029538939,0.0006499252],"category_scores_gemma":[0.001892289,0.00023397962,0.00029125507,0.00009856975,0.0009722475,0.00042243217,0.00054822786,0.00014386288,0.00018221435],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00056201156,0.000048801245,0.005888295,0.00019864278,0.000042134667,0.0014293403,0.0005125379,0.19057164,0.7797935,0.0018315283,0.000106040956,0.01901559],"study_design_scores_gemma":[0.00008836092,0.0013118319,0.029313363,0.00003710993,0.00009440362,0.0014050137,0.0006673867,0.6206761,0.34324166,0.0018520078,0.0012190412,0.00009376594],"about_ca_topic_score_codex":0.0004392938,"about_ca_topic_score_gemma":0.0004865932,"teacher_disagreement_score":0.0006499252,"about_ca_system_score_codex":0.00013732373,"about_ca_system_score_gemma":0.00014681715,"threshold_uncertainty_score":0.0021742582},"labels":[],"label_agreement":null},{"id":"W1993010548","doi":"10.1016/s0003-682x(00)00031-1","title":"Further assessment of the coupling load decomposition technique for the vibration analyses of planar coupled structures","year":2001,"lang":"en","type":"article","venue":"Applied Acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Planar; Vibration; Coupling (piping); Structural engineering; Finite element method; Decomposition; Beam (structure); Decomposition method (queueing theory); Engineering; Line (geometry); Computer science; Materials science; Acoustics; Mechanical engineering; Mathematics; Physics; Geometry","score_opus":0.014179008438803674,"score_gpt":0.29205359651451,"score_spread":0.27787458807570636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993010548","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.062255036,0.00017977002,0.93471664,0.00011501528,0.00002431204,0.000066704146,0.000058935693,0.0002067809,0.002376773],"genre_scores_gemma":[0.2787474,0.0005118474,0.7158507,0.00007118598,0.00004077681,0.000118939046,0.00017275418,0.00018074639,0.004305635],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994837,0.00021449743,0.000018673762,0.000041948064,0.00020848912,0.000032569325],"domain_scores_gemma":[0.9983146,0.00081580156,0.00007982608,0.0002627886,0.00046846023,0.000058588783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011561722,0.0008560251,0.0005395567,0.0006447702,0.00033647355,0.00061428075,0.00066799816,0.0008015899,0.0045822235],"category_scores_gemma":[0.0033145768,0.00027258386,0.0004999104,0.00066441373,0.0003978365,0.0011878217,0.0006425685,0.0008739691,0.00092922244],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005833058,0.00054819975,0.002305484,0.00028007754,0.00011759856,0.00015678395,0.00031447815,0.08288877,0.57950747,0.014683117,0.0009893017,0.3176255],"study_design_scores_gemma":[0.000041267544,0.00036617566,0.0025064168,0.00003493568,0.00004455499,0.00017071955,0.00010888312,0.93747646,0.05286797,0.0031393874,0.00320619,0.00003691277],"about_ca_topic_score_codex":0.0015454876,"about_ca_topic_score_gemma":0.0031346362,"teacher_disagreement_score":0.0045822235,"about_ca_system_score_codex":0.00015965155,"about_ca_system_score_gemma":0.0006338871,"threshold_uncertainty_score":0.015329063},"labels":[],"label_agreement":null},{"id":"W1993230642","doi":"10.1119/1.3559500","title":"Classical applications of the Klein–Gordon equation","year":2011,"lang":"en","type":"article","venue":"American Journal of Physics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Moncton; Royal Military College of Canada","funders":"","keywords":"Physics; Klein–Gordon equation; Classical mechanics; Quantum; Rope; Correspondence principle (sociology); Mathematical physics; Classical electromagnetism; Classical physics; Theoretical physics; Quantum mechanics; Nonlinear system; Computer science","score_opus":0.012997080690811165,"score_gpt":0.2081330288804998,"score_spread":0.19513594818968866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993230642","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.104898594,0.012269693,0.33547375,0.012911744,0.0021777768,0.00008770717,0.00029710663,0.0005809401,0.53130275],"genre_scores_gemma":[0.9036237,0.0061083827,0.05071433,0.0018040914,0.0015583464,0.00011424461,0.000120760655,0.00010449459,0.035851683],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99952984,0.00012879618,0.000026421427,0.00007195985,0.00018251695,0.000060441016],"domain_scores_gemma":[0.999506,0.00020002731,0.000047318426,0.00008196752,0.00011543442,0.000049201317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069321884,0.0004909629,0.00047772223,0.0009434681,0.0010783097,0.001202256,0.0009810064,0.0014681568,0.007126549],"category_scores_gemma":[0.0019336666,0.00027188024,0.0006719675,0.0006802622,0.002283469,0.0019906822,0.0018403499,0.0013639787,0.0009031593],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000031701716,0.0000037553416,0.00003921251,0.000018755554,0.0000025312584,0.00004115754,0.000049446688,0.0016349497,0.0004957028,0.9948001,0.00082031713,0.0020908334],"study_design_scores_gemma":[0.0000043562245,0.0000061064043,0.00009361019,0.000009942403,0.000002520824,0.00006039077,0.000027432829,0.010894543,0.00028784407,0.98261654,0.0059878994,0.00000882704],"about_ca_topic_score_codex":0.0013108448,"about_ca_topic_score_gemma":0.0007019747,"teacher_disagreement_score":0.007126549,"about_ca_system_score_codex":0.0012822229,"about_ca_system_score_gemma":0.0006528165,"threshold_uncertainty_score":0.023840666},"labels":[],"label_agreement":null},{"id":"W1994708420","doi":"10.1115/1.1406957","title":"Nonlinear Stability of Circular Cylindrical Shells in Annular and Unbounded Axial Flow","year":2001,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Inviscid flow; Shell (structure); Galerkin method; Nonlinear system; Boundary value problem; Instability; Mechanics; Linear stability; Physics; Flow (mathematics); Potential flow; Classical mechanics; Mathematics; Mathematical analysis; Materials science","score_opus":0.008621850809307599,"score_gpt":0.20369433631953185,"score_spread":0.19507248551022424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1994708420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97590476,0.00012377494,0.020319818,0.000092621936,0.000010067904,0.000015819245,0.000040141746,0.00007004511,0.00342288],"genre_scores_gemma":[0.997062,0.000051358227,0.0016925941,0.000010308386,0.0000044890185,0.000014446492,0.000030752828,0.000011370238,0.001122592],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998543,0.000034168996,0.0000085988995,0.000026961006,0.00003895759,0.000036942358],"domain_scores_gemma":[0.99944574,0.00019795874,0.0001484966,0.000033978748,0.000086348104,0.00008752781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039348798,0.0004579214,0.00045749513,0.0005099837,0.00054452533,0.00083498925,0.0004811307,0.0005859416,0.00053108303],"category_scores_gemma":[0.0015167061,0.00027248226,0.00036267927,0.00016965273,0.0016212164,0.00045960394,0.0010719927,0.00023601291,0.00016214303],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009216012,0.000120319484,0.008666548,0.0001621282,0.000058335932,0.001007437,0.0006966749,0.8024659,0.14298053,0.034325924,0.00051850255,0.00807602],"study_design_scores_gemma":[0.000024820489,0.00007201491,0.0012176636,0.000007680352,0.0000066049593,0.0000696386,0.000068847774,0.9923815,0.00401616,0.001965272,0.00015410461,0.00001561359],"about_ca_topic_score_codex":0.0040484965,"about_ca_topic_score_gemma":0.0013145774,"teacher_disagreement_score":0.0040484965,"about_ca_system_score_codex":0.00048993324,"about_ca_system_score_gemma":0.0005373783,"threshold_uncertainty_score":0.008049846},"labels":[],"label_agreement":null},{"id":"W1996497223","doi":"10.1016/j.mechmachtheory.2013.03.007","title":"Nonlinear vibrations and stability of an axially moving Timoshenko beam with an intermediate spring support","year":2013,"lang":"en","type":"article","venue":"Mechanism and Machine Theory","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":84,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Timoshenko beam theory; Nonlinear system; Galerkin method; Mathematics; Axial symmetry; Vibration; Rotary inertia; Inertia; Beam (structure); Bifurcation; Partial differential equation; Mathematical analysis; Equations of motion; Ordinary differential equation; Discretization; Hamilton's principle; Differential equation; Classical mechanics; Physics; Geometry","score_opus":0.004753460276368756,"score_gpt":0.19105407502546032,"score_spread":0.18630061474909157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996497223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93214273,0.00013692515,0.05682407,0.00021950678,0.000060754555,0.000017821514,0.000038397382,0.000042395637,0.010517257],"genre_scores_gemma":[0.9926825,0.000049033526,0.0032045143,0.000021691016,0.000017340539,0.00001534487,0.000014842039,0.000009150422,0.0039854893],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999021,0.000020177731,0.0000036050903,0.000018205606,0.00003860388,0.0000172885],"domain_scores_gemma":[0.9997601,0.000100614925,0.000047926387,0.000019155066,0.000032488668,0.000039741466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034473077,0.00035229351,0.00031109594,0.00032629454,0.00045985507,0.00046354355,0.0005031485,0.00072799454,0.0015293594],"category_scores_gemma":[0.00076395343,0.00019039027,0.00019888234,0.00023083045,0.0012369968,0.00047130173,0.0006219723,0.0003890514,0.00027060686],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0025326624,0.0004320677,0.011867447,0.0002312191,0.000117503914,0.0021398033,0.0013349012,0.3247831,0.44296935,0.16985446,0.0014707831,0.042266693],"study_design_scores_gemma":[0.00005308536,0.00026061293,0.008596197,0.000012122626,0.000022450913,0.00018739085,0.00023165735,0.97299665,0.009120346,0.007933237,0.0005520244,0.00003426919],"about_ca_topic_score_codex":0.001154544,"about_ca_topic_score_gemma":0.00061437505,"teacher_disagreement_score":0.0015293594,"about_ca_system_score_codex":0.00021327988,"about_ca_system_score_gemma":0.0003092454,"threshold_uncertainty_score":0.0051162243},"labels":[],"label_agreement":null},{"id":"W1997986775","doi":"10.1177/1077546303009006002","title":"Active Vibration Control with State Feedback in Woodcutting","year":2003,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; BC Innovation Council","funders":"","keywords":"Linear-quadratic-Gaussian control; Vibration; Controller (irrigation); Engineering; Vibration control; Noise (video); Sawdust; Control system; Control theory (sociology); Structural engineering; Control (management); Computer science; Acoustics","score_opus":0.0027896341945537586,"score_gpt":0.18028037268557745,"score_spread":0.1774907384910237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997986775","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27817613,0.0011566917,0.7152327,0.0001957125,0.0001523843,0.00007533353,0.00003876477,0.0010181663,0.0039540785],"genre_scores_gemma":[0.99117285,0.000109156645,0.0077532497,0.00002225098,0.000012567454,0.000021413669,0.0000122799,0.0000067876485,0.000889495],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997646,0.00005949927,0.000013281376,0.000053140044,0.00008181853,0.00002768079],"domain_scores_gemma":[0.99976844,0.00012142876,0.00003835818,0.000012387492,0.00004870948,0.0000106038115],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043088576,0.00027500812,0.00027612262,0.0001288473,0.00014382172,0.0004441902,0.00036493485,0.00030727987,0.0008973684],"category_scores_gemma":[0.00044519803,0.00014233436,0.00016026881,0.00015888357,0.00049430045,0.00023363676,0.00030319445,0.00034671207,0.0000928639],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000757262,0.00045477098,0.0011132761,0.00051670836,0.000067198904,0.00032147317,0.00037510684,0.60395366,0.19485423,0.007151666,0.00096038193,0.18947424],"study_design_scores_gemma":[0.000059357157,0.00059317175,0.0010056846,0.000012902303,0.000014105822,0.000023951761,0.000018370934,0.9828675,0.013500314,0.0009688916,0.0009206832,0.0000151504355],"about_ca_topic_score_codex":0.0024555088,"about_ca_topic_score_gemma":0.0018738991,"teacher_disagreement_score":0.0024555088,"about_ca_system_score_codex":0.00020525175,"about_ca_system_score_gemma":0.0002037966,"threshold_uncertainty_score":0.004882455},"labels":[],"label_agreement":null},{"id":"W1998276830","doi":"10.1016/j.mechmachtheory.2012.01.008","title":"Coupled longitudinal-transverse dynamics of an axially moving beam with an internal resonance","year":2012,"lang":"en","type":"article","venue":"Mechanism and Machine Theory","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Galerkin method; Bifurcation; Transverse plane; Axial symmetry; Ordinary differential equation; Partial differential equation; Phase portrait; Beam (structure); Discretization; Physics; Mathematical analysis; Classical mechanics; Mathematics; Differential equation; Geometry; Optics","score_opus":0.005355230726089163,"score_gpt":0.19936783022807936,"score_spread":0.1940125995019902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998276830","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73707473,0.0002605144,0.23540944,0.00049872627,0.00011777204,0.00005447036,0.000059390764,0.00015079632,0.026374163],"genre_scores_gemma":[0.9904508,0.00006078263,0.004270025,0.000045046825,0.000017244573,0.000017852719,0.0000144344285,0.00001633328,0.0051075183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985886,0.00003337966,0.000005342182,0.000026098498,0.00005455993,0.0000217315],"domain_scores_gemma":[0.9997385,0.000081205166,0.000057281348,0.00001806602,0.00005110168,0.000053707543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033718918,0.00030316296,0.0003430919,0.00041861826,0.0004232702,0.0005807775,0.000626521,0.00067695905,0.0023990532],"category_scores_gemma":[0.0007115744,0.00029834817,0.00027471856,0.00028532228,0.0011242278,0.00074054516,0.00089318986,0.0004154336,0.00023031999],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00073514023,0.0002872177,0.007714298,0.00020921812,0.00019004827,0.0023976068,0.0017967833,0.4933901,0.2094021,0.252701,0.0015301706,0.029646289],"study_design_scores_gemma":[0.000022973345,0.000110214125,0.0028290015,0.000010154519,0.00002278787,0.00016129698,0.00014863725,0.9832892,0.0032809717,0.009500219,0.0005914105,0.000033243352],"about_ca_topic_score_codex":0.0014486974,"about_ca_topic_score_gemma":0.0010510695,"teacher_disagreement_score":0.0023990532,"about_ca_system_score_codex":0.0003188289,"about_ca_system_score_gemma":0.00033147703,"threshold_uncertainty_score":0.008025646},"labels":[],"label_agreement":null},{"id":"W1999144057","doi":"10.1103/physreve.77.066218","title":"Meandering instability of a viscous thread","year":2008,"lang":"en","type":"article","venue":"Physical Review E","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Newnham College, University of Cambridge; Royal Society","keywords":"Thread (computing); Amplitude; Physics; Catenary; Instability; Omega; Mechanics; Transverse plane; Rotational symmetry; Nozzle; Bifurcation; Classical mechanics; Geometry; Optics; Mathematics; Structural engineering; Engineering; Quantum mechanics","score_opus":0.022150958578133702,"score_gpt":0.27071760857161287,"score_spread":0.24856664999347916,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999144057","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9870738,0.00063810934,0.00901522,0.00008208608,0.00002774997,0.000011148838,0.000012050169,0.000060427854,0.0030793867],"genre_scores_gemma":[0.9982659,0.00019006076,0.000994708,0.000012830307,0.000010058279,0.0000058320434,0.000009679625,0.0000035165501,0.0005074555],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999025,0.00001593298,0.0000041417493,0.000029947932,0.000025610352,0.000021764428],"domain_scores_gemma":[0.9998909,0.000029103476,0.000035228037,0.000014730129,0.0000151221,0.000014790842],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001263609,0.00016609975,0.00026693812,0.00023219417,0.00021283478,0.0004814549,0.00032312027,0.00037681565,0.0006431049],"category_scores_gemma":[0.00042487204,0.00013233756,0.00016826212,0.00009941214,0.0004991283,0.00035021984,0.0003631323,0.00022216649,0.0001107393],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016480249,0.00006879398,0.0042991624,0.00014236565,0.000028551714,0.00058128824,0.00055960595,0.009565597,0.91338843,0.043784644,0.0007132703,0.026703455],"study_design_scores_gemma":[0.0002125967,0.0012081543,0.031134574,0.000052601303,0.000052142106,0.0011209423,0.00029666995,0.63889515,0.2857629,0.030948432,0.010200385,0.00011543745],"about_ca_topic_score_codex":0.00038213012,"about_ca_topic_score_gemma":0.00013068777,"teacher_disagreement_score":0.0006431049,"about_ca_system_score_codex":0.0002572224,"about_ca_system_score_gemma":0.000097884855,"threshold_uncertainty_score":0.00215137},"labels":[],"label_agreement":null},{"id":"W1999216505","doi":"10.1115/pvp2006-icpvt-11-93086","title":"Effect of Acoustic Resonance on the Dynamic Lift Forces Acting on Two Tandem Cylinders in Cross-Flow","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Lift (data mining); Acoustic resonance; Acoustics; Resonance (particle physics); Mechanics; Cylinder; Physics; Materials science; Atomic physics; Engineering; Computer science","score_opus":0.004381650540695064,"score_gpt":0.24455465349299074,"score_spread":0.24017300295229568,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999216505","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989662,0.000046540088,0.00076440984,0.0000072796915,0.0000045192273,0.0000039589568,0.0000060949988,0.000017339422,0.00018365913],"genre_scores_gemma":[0.99942434,0.00002009272,0.00039902786,0.00000569889,0.000002920443,0.0000038488315,0.000012659274,0.0000031497543,0.00012825764],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994867,0.00006851227,0.000022295964,0.000075170705,0.00020512199,0.00014209686],"domain_scores_gemma":[0.99849916,0.00082217157,0.00022513284,0.00008009785,0.0001924949,0.0001810802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055708835,0.0005135855,0.00051190524,0.00036627447,0.00037152373,0.00030875017,0.00035194418,0.00054492906,0.0013968433],"category_scores_gemma":[0.0016458498,0.00036060228,0.00028843756,0.00015831993,0.0006735306,0.0003719174,0.0007474355,0.00032330147,0.00019672982],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001584908,0.00010125062,0.0026126057,0.00008051591,0.000021492511,0.00055556634,0.00021199787,0.0034954124,0.98518825,0.000086579304,0.000036238725,0.0060252068],"study_design_scores_gemma":[0.000066862725,0.0031829157,0.028571174,0.000015113535,0.000056675246,0.000468661,0.00024289431,0.023572579,0.94338536,0.000052937936,0.00034393984,0.000040843923],"about_ca_topic_score_codex":0.0007232443,"about_ca_topic_score_gemma":0.000690918,"teacher_disagreement_score":0.0013968433,"about_ca_system_score_codex":0.00022656913,"about_ca_system_score_gemma":0.00021325587,"threshold_uncertainty_score":0.004672885},"labels":[],"label_agreement":null},{"id":"W1999606891","doi":"10.1115/1.4023426","title":"Time Domain Simulation of the Vibration of a Steam Generator Tube Subjected to Fluidelastic Forces Induced by Two-Phase Cross-Flow","year":2013,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Natural Sciences and Engineering Research Council of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mechanics; Instability; Drag; Two-phase flow; Boiler (water heating); Materials science; Flow (mathematics); Physics; Thermodynamics","score_opus":0.005007810214878209,"score_gpt":0.2446835336560748,"score_spread":0.2396757234411966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999606891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9892896,0.00003275211,0.0062979446,0.00008562852,0.00001852834,0.000025323716,0.00021073203,0.00012223201,0.0039172927],"genre_scores_gemma":[0.9974189,0.000018828794,0.0016967417,0.000015471092,0.0000022564393,0.000016081056,0.00010406726,0.0000127608955,0.0007149021],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999366,0.000014684417,0.0000028323436,0.000009812867,0.000017441436,0.00001869527],"domain_scores_gemma":[0.9996929,0.00018238141,0.000035593406,0.000013323427,0.000043171447,0.000032653064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017319502,0.0002915996,0.0003406938,0.00021143856,0.0003122533,0.00035685938,0.00044793074,0.0007703834,0.0025039562],"category_scores_gemma":[0.000528752,0.00013783129,0.00029683395,0.00022532952,0.00048841943,0.00022322856,0.0002351302,0.00045726864,0.00012966458],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021972253,0.00012949518,0.0031855311,0.00005324064,0.000021146705,0.0002696825,0.00010168314,0.9841044,0.00840874,0.0009163596,0.00033627197,0.0022537876],"study_design_scores_gemma":[0.000011473367,0.000056476958,0.00095329556,0.0000024251076,0.0000027596573,0.000009485548,0.000033503384,0.9978808,0.000881063,0.000079028636,0.00008595421,0.000003815324],"about_ca_topic_score_codex":0.0074590757,"about_ca_topic_score_gemma":0.0052595497,"teacher_disagreement_score":0.0074590757,"about_ca_system_score_codex":0.00035855558,"about_ca_system_score_gemma":0.0004315046,"threshold_uncertainty_score":0.014831305},"labels":[],"label_agreement":null},{"id":"W1999831173","doi":"10.4028/www.scientific.net/amr.295-297.1804","title":"Confined Buckling Analysis of a Viscoelastic Ring Subjected to Constant Temperature Difference","year":2011,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Association of Emergency Physicians","funders":"","keywords":"Viscoelasticity; Galerkin method; Buckling; Constant (computer programming); Boltzmann constant; Materials science; Stability (learning theory); Ring (chemistry); Mechanics; Mathematics; Mathematical analysis; Structural engineering; Physics; Thermodynamics; Composite material; Finite element method; Chemistry; Engineering; Computer science","score_opus":0.031927182258471076,"score_gpt":0.3028178102283985,"score_spread":0.2708906279699274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999831173","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9751608,0.00030813686,0.021877674,0.000043078264,0.000013208961,0.000016293927,0.00003272796,0.000047761023,0.0025003364],"genre_scores_gemma":[0.9965299,0.00010332517,0.001823069,0.000008186811,0.0000049483206,0.000007859099,0.00001987657,0.000007159272,0.0014956094],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992526,0.000008060207,0.0000029752969,0.000020221061,0.000031386324,0.000012139366],"domain_scores_gemma":[0.9998615,0.00004345824,0.000033743083,0.000020142807,0.00002222979,0.00001882342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013190696,0.00019929635,0.00028745006,0.000263229,0.00021717367,0.00020327826,0.00039233378,0.0002815808,0.00088711834],"category_scores_gemma":[0.00030730036,0.000121944366,0.0002245024,0.0001296819,0.00049286895,0.00038500893,0.00036523625,0.00017766532,0.00009717497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021892459,0.00006104548,0.00093080447,0.00014952628,0.000041138443,0.00062726205,0.000350792,0.115408786,0.86920494,0.0050087087,0.000123936,0.007874107],"study_design_scores_gemma":[0.000015522615,0.00026437955,0.0048156367,0.000009596532,0.000017198214,0.00018848802,0.00007950288,0.9294901,0.06349825,0.0009854106,0.0006052389,0.000030730345],"about_ca_topic_score_codex":0.0011076201,"about_ca_topic_score_gemma":0.00079289183,"teacher_disagreement_score":0.0011076201,"about_ca_system_score_codex":0.0002141657,"about_ca_system_score_gemma":0.00018851466,"threshold_uncertainty_score":0.0029677153},"labels":[],"label_agreement":null},{"id":"W1999898391","doi":"10.1016/s0020-7462(02)00213-5","title":"A cantilever conveying fluid: coherent modes versus beam modes","year":2003,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cantilever; Galerkin method; Eigenvalues and eigenvectors; Eigenfunction; Mathematics; Discretization; Mathematical analysis; Beam (structure); Projection (relational algebra); Projection method; Finite element method; Physics; Mathematical optimization; Optics; Algorithm; Dykstra's projection algorithm; Structural engineering","score_opus":0.019378246486557796,"score_gpt":0.26426208514917837,"score_spread":0.2448838386626206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999898391","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7587883,0.0008805593,0.2288143,0.0008829871,0.00022534806,0.00006554513,0.00007917329,0.00013869925,0.01012509],"genre_scores_gemma":[0.9821602,0.0002843566,0.012679182,0.000073077645,0.00007612247,0.000020596499,0.000024895495,0.000026799287,0.004654685],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998111,0.000038068665,0.000007644786,0.000053176078,0.00006626559,0.000023787801],"domain_scores_gemma":[0.9995994,0.00016219032,0.00007052886,0.000024082137,0.00008703323,0.000056819707],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035239157,0.000579901,0.00038712446,0.000494039,0.00054206426,0.0011028931,0.0005082057,0.0010204916,0.0034147953],"category_scores_gemma":[0.001373155,0.00024544998,0.00018626679,0.000353185,0.001199281,0.0016614919,0.00076039915,0.0004880469,0.00024156307],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00088540657,0.00022218417,0.004768375,0.00031645183,0.00003466895,0.0009792172,0.0008014031,0.03862348,0.72839487,0.16697738,0.0011916601,0.05680494],"study_design_scores_gemma":[0.00020802436,0.001214746,0.006140849,0.00007090136,0.000101256395,0.0013280708,0.00078369374,0.8237641,0.12349212,0.035785712,0.006932433,0.00017802177],"about_ca_topic_score_codex":0.0004992016,"about_ca_topic_score_gemma":0.00032964227,"teacher_disagreement_score":0.0034147953,"about_ca_system_score_codex":0.0002138594,"about_ca_system_score_gemma":0.0004287958,"threshold_uncertainty_score":0.011423647},"labels":[],"label_agreement":null},{"id":"W1999984883","doi":"10.1016/j.jsv.2007.07.061","title":"Nonlinear stability of cylindrical shells subjected to axial flow: Theory and experiments","year":2007,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Galerkin method; Inviscid flow; Boundary value problem; Shell (structure); Flow (mathematics); Partial differential equation; Mechanics; Discretization; Fluid dynamics; Mathematics; Ordinary differential equation; Differential equation; Mathematical analysis; Physics; Classical mechanics; Materials science","score_opus":0.011053044012742095,"score_gpt":0.2543169646484886,"score_spread":0.24326392063574648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999984883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98472995,0.000106837186,0.010659868,0.00007318037,0.000016653135,0.000028571445,0.000041346357,0.000072587536,0.0042710993],"genre_scores_gemma":[0.9978156,0.000055862944,0.0009474605,0.0000069356897,0.0000044429535,0.000011147046,0.000021766738,0.000011116238,0.0011257452],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981445,0.000049086513,0.0000064024885,0.000025019848,0.00007052493,0.000034477278],"domain_scores_gemma":[0.9992061,0.00041057906,0.0001051867,0.000072762516,0.00013850286,0.000066871704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041944394,0.00036774954,0.00043380947,0.00039654475,0.0006551697,0.00043204628,0.00038057615,0.0005550208,0.0015537492],"category_scores_gemma":[0.0017163957,0.00027497066,0.00023793046,0.0001644377,0.0012900635,0.0004923447,0.00072011334,0.0002839405,0.00023602867],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029912943,0.0002869031,0.0036950237,0.00016470227,0.000023752586,0.00040599704,0.0010595405,0.15716219,0.81137264,0.008032059,0.000528878,0.014277107],"study_design_scores_gemma":[0.00013830124,0.000739745,0.006798142,0.00003086094,0.000017085637,0.00014822198,0.00027267708,0.90205044,0.08695543,0.0021857084,0.00061155774,0.00005188523],"about_ca_topic_score_codex":0.0012836753,"about_ca_topic_score_gemma":0.0007252866,"teacher_disagreement_score":0.0015537492,"about_ca_system_score_codex":0.00025676863,"about_ca_system_score_gemma":0.0003752355,"threshold_uncertainty_score":0.0051977634},"labels":[],"label_agreement":null},{"id":"W2000509635","doi":"10.1177/1077546313517589","title":"Analytical and experimental investigation of overhead transmission line vibration","year":2014,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto","funders":"","keywords":"Damper; Vibration; Natural frequency; Conductor; Orthogonality; Electric power transmission; Normal mode; Transmission line; Transmissibility (structural dynamics); Parametric statistics; Equations of motion; Transmission (telecommunications); Acoustics; Beam (structure); Overhead (engineering); Structural engineering; Physics; Engineering; Vibration isolation; Mathematics; Classical mechanics; Electrical engineering; Geometry","score_opus":0.005892692833120466,"score_gpt":0.21689168021473829,"score_spread":0.21099898738161782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000509635","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98290193,0.00008331801,0.013275623,0.000048491092,0.000016316802,0.0000389935,0.000101071055,0.00008747779,0.0034468714],"genre_scores_gemma":[0.99682045,0.000049161066,0.002370027,0.000003548157,0.0000048079505,0.000018594685,0.00003666649,0.000005253122,0.0006916441],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995745,0.00007405486,0.000018098284,0.00007124463,0.00021097373,0.000051017],"domain_scores_gemma":[0.9992111,0.00032861246,0.000111650035,0.00011726685,0.00019696403,0.00003437963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047159923,0.0003492216,0.00019791152,0.00033082953,0.00038179694,0.00019318683,0.0004891691,0.0004182894,0.0025786737],"category_scores_gemma":[0.0010881854,0.00014068066,0.00012082429,0.0002598022,0.0004906527,0.00036159524,0.00032006172,0.00024015854,0.00023461114],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005257453,0.0006163713,0.0031169122,0.00028328336,0.000010583451,0.0004489807,0.0008753472,0.0132501675,0.95574015,0.0012083298,0.00046550803,0.023458526],"study_design_scores_gemma":[0.00019081515,0.010101475,0.029989231,0.000076134755,0.00004533606,0.0010989102,0.0016897913,0.21354975,0.7356616,0.0012908682,0.006227428,0.000078676356],"about_ca_topic_score_codex":0.0003539928,"about_ca_topic_score_gemma":0.00035410924,"teacher_disagreement_score":0.0025786737,"about_ca_system_score_codex":0.00019029807,"about_ca_system_score_gemma":0.00012647518,"threshold_uncertainty_score":0.008626521},"labels":[],"label_agreement":null},{"id":"W2001173471","doi":"10.1177/1077546307073675","title":"Flexural-flexural-torsional Nonlinear Vibrations of Pre-twisted Rotating Beams with Asymmetric Cross-sections","year":2007,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Flexural strength; Vibration; Beam (structure); Nonlinear system; Torsional vibration; Cross section (physics); Structural engineering; Physics; Engineering; Acoustics","score_opus":0.005750796501095989,"score_gpt":0.24257936553072318,"score_spread":0.23682856902962718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001173471","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23487774,0.00091526756,0.7423733,0.00035852887,0.00010804547,0.00008214955,0.00032941494,0.000110140536,0.020845518],"genre_scores_gemma":[0.9122295,0.0009605359,0.047000624,0.0000870657,0.000028392858,0.00014801465,0.00019683418,0.00006257725,0.039286382],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985695,0.000034047232,0.000007336903,0.000026842548,0.000059490238,0.00001532412],"domain_scores_gemma":[0.99983335,0.00006896944,0.000029943576,0.000020208696,0.00003554301,0.000012070213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030414696,0.00041981155,0.00033326575,0.00034339508,0.00019898418,0.00033926574,0.00045253537,0.00051928434,0.002725882],"category_scores_gemma":[0.0007100973,0.0002829436,0.0003922117,0.00023094824,0.0006556567,0.00077967544,0.00060923496,0.00061020954,0.00048688546],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000096518655,0.00004965105,0.003573577,0.0003504533,0.000045213663,0.0005458453,0.0005423684,0.626702,0.10330989,0.19794728,0.0015730482,0.06526422],"study_design_scores_gemma":[0.000009684369,0.00003201493,0.0022505594,0.000020048976,0.000008625531,0.00021979955,0.00008744023,0.9658431,0.0081396345,0.021288346,0.0020737753,0.000027084052],"about_ca_topic_score_codex":0.0016735961,"about_ca_topic_score_gemma":0.0028529493,"teacher_disagreement_score":0.002725882,"about_ca_system_score_codex":0.00042667595,"about_ca_system_score_gemma":0.00046848302,"threshold_uncertainty_score":0.009118915},"labels":[],"label_agreement":null},{"id":"W2001586861","doi":"10.1115/1.4029905","title":"Nonlinear Dynamical Behavior of Axially Accelerating Beams: Three-Dimensional Analysis","year":2015,"lang":"en","type":"article","venue":"Journal of Computational and Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"University of Wollongong","keywords":"Nonlinear system; Galerkin method; Phase portrait; Partial differential equation; Axial symmetry; Mathematical analysis; Ordinary differential equation; Discretization; Equations of motion; Transverse plane; Physics; Mathematics; Bifurcation; Classical mechanics; Beam (structure); Differential equation; Geometry; Optics","score_opus":0.0168066068155573,"score_gpt":0.25256125026395876,"score_spread":0.23575464344840147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001586861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87200284,0.0002582843,0.118904635,0.00014863143,0.000016853031,0.000039578143,0.00009855148,0.000093964256,0.008436689],"genre_scores_gemma":[0.988197,0.00018330876,0.009905345,0.000021776268,0.000004972139,0.00003199052,0.000049975275,0.00001068707,0.0015949411],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999565,0.0000073740125,0.0000019874976,0.00000536951,0.0000215913,0.000007141579],"domain_scores_gemma":[0.99989176,0.000041929023,0.00002288983,0.000009906784,0.000024692681,0.000008846893],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013142008,0.00018596581,0.00016959662,0.00031031747,0.00026266472,0.00031706624,0.00022862155,0.00031786226,0.0009634198],"category_scores_gemma":[0.00033622922,0.00010718008,0.00019406433,0.00023184287,0.0003675261,0.00023860062,0.0002566685,0.00021560995,0.00010695485],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009773703,0.000079396625,0.011027236,0.00011026672,0.0000446494,0.0005990917,0.0007488119,0.77023464,0.1613747,0.02939462,0.00051159435,0.025777295],"study_design_scores_gemma":[0.000002821716,0.000021211528,0.0027551267,0.00000502322,0.000003129351,0.000053566815,0.000051673826,0.9918297,0.0034610098,0.0013773959,0.00042921098,0.000010137734],"about_ca_topic_score_codex":0.0027475073,"about_ca_topic_score_gemma":0.0016733278,"teacher_disagreement_score":0.0027475073,"about_ca_system_score_codex":0.00025219418,"about_ca_system_score_gemma":0.00032431836,"threshold_uncertainty_score":0.0054630637},"labels":[],"label_agreement":null},{"id":"W2001893081","doi":"10.1016/j.jfluidstructs.2005.10.002","title":"A unified approach to aerodynamic damping and drag/lift instabilities, and its application to dry inclined cable galloping","year":2005,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":118,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"Federal Highway Administration","keywords":"Wind tunnel; Aerodynamics; Drag; Mechanics; Aerodynamic force; Lift (data mining); Vibration; Structural engineering; Reynolds number; Angle of attack; Lift-to-drag ratio; Amplitude; Physics; Engineering; Acoustics; Turbulence; Optics","score_opus":0.0064334321313641515,"score_gpt":0.2178323039567426,"score_spread":0.21139887182537845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001893081","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024769876,0.0008430014,0.9619597,0.0001742083,0.00023280809,0.00007716555,0.00005052163,0.0001302963,0.011762314],"genre_scores_gemma":[0.61517876,0.0043469146,0.3388978,0.00046340853,0.0013895537,0.00051521347,0.0001917774,0.0005384622,0.038478065],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999731,0.00005602278,0.000021206375,0.00004793624,0.000112993876,0.000030849147],"domain_scores_gemma":[0.999819,0.00003757195,0.00002439343,0.000033851553,0.000063119565,0.000022070733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005135442,0.0011284256,0.001283762,0.0020995822,0.00094554067,0.0014654952,0.0011130744,0.0011614907,0.002726306],"category_scores_gemma":[0.0011230599,0.00047102012,0.0013367656,0.00078303047,0.0015159459,0.002026441,0.0023276727,0.001541264,0.0008254966],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014380229,0.00030479807,0.0014964063,0.00036630683,0.0000980653,0.00093808887,0.0010280748,0.16161853,0.059357528,0.6638273,0.003960362,0.106860764],"study_design_scores_gemma":[0.000022493263,0.000079488294,0.0006744698,0.000032641008,0.000030334864,0.00023639454,0.00019607927,0.9018853,0.00251245,0.088366866,0.0059226765,0.000040918276],"about_ca_topic_score_codex":0.0012762211,"about_ca_topic_score_gemma":0.0017753282,"teacher_disagreement_score":0.002726306,"about_ca_system_score_codex":0.0003567553,"about_ca_system_score_gemma":0.00057514815,"threshold_uncertainty_score":0.009120464},"labels":[],"label_agreement":null},{"id":"W2002021527","doi":"10.1115/detc2009-87110","title":"Optimization of Twin Tensioner Performance in a Belt-Driven Integrated Starter-Generator System for Micro-Hybrids","year":2009,"lang":"en","type":"article","venue":"Volume 6: ASME Power Transmission and Gearing Conference; 3rd International Conference on Micro- and Nanosystems; 11th International Conference on Advanced Vehicle and Tire Technologies","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Sequential quadratic programming; Control theory (sociology); Tension (geology); Generator (circuit theory); Belt drive; Engineering; Optimal design; Genetic algorithm; Parametric statistics; Computation; Structural engineering; Quadratic programming; Computer science; Pulley; Mathematical optimization; Power (physics); Mathematics; Algorithm; Physics","score_opus":0.014942365841984908,"score_gpt":0.2395434660568028,"score_spread":0.22460110021481788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002021527","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9103763,0.00018489655,0.08637166,0.00003774122,0.000011361771,0.000038264112,0.000024898316,0.000116293944,0.0028384298],"genre_scores_gemma":[0.9898707,0.000027379607,0.009533419,0.0000031227353,0.0000013616042,0.0000141716355,0.000013523818,0.000009475829,0.00052675535],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990034,0.00001533894,0.000005479771,0.000023248762,0.000042052005,0.000013541989],"domain_scores_gemma":[0.99987876,0.000038290662,0.00003918263,0.000008923428,0.000025374318,0.000009348731],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024489014,0.00030577133,0.00026596617,0.00021486192,0.00016764796,0.00040466004,0.00031955712,0.00027585265,0.0006730391],"category_scores_gemma":[0.0003513391,0.0001516382,0.00013572512,0.00017146574,0.00012781975,0.00032862,0.00018433863,0.00016569401,0.000114099974],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00059937406,0.0002190767,0.0027451229,0.00028433974,0.000049311184,0.0001727841,0.00013585642,0.4739973,0.46151364,0.001971742,0.0002234788,0.058087986],"study_design_scores_gemma":[0.00010850362,0.0020646735,0.0040182043,0.000013637797,0.000062511586,0.00011527942,0.00008451036,0.829684,0.16156867,0.00051553565,0.0017404475,0.000024020419],"about_ca_topic_score_codex":0.00029616148,"about_ca_topic_score_gemma":0.0007030643,"teacher_disagreement_score":0.0006730391,"about_ca_system_score_codex":0.000254907,"about_ca_system_score_gemma":0.00022599715,"threshold_uncertainty_score":0.0022515059},"labels":[],"label_agreement":null},{"id":"W2002451817","doi":"10.1016/s0167-6105(03)00048-5","title":"The influence of the design methodology in the response of transmission towers to wind loading","year":2003,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Vibration; Transmission (telecommunications); Wind engineering; Response spectrum; Transverse plane; Random vibration; Mode (computer interface); Current (fluid); Frequency response; Turbulence; Engineering; Mechanics; Acoustics; Physics; Computer science; Telecommunications","score_opus":0.03941932973312078,"score_gpt":0.24861842058564107,"score_spread":0.20919909085252028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002451817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6233433,0.0005527667,0.3723989,0.00015535924,0.000113423725,0.00008274099,0.000046178342,0.00026140764,0.0030458837],"genre_scores_gemma":[0.96586835,0.00013993224,0.03325509,0.000026341431,0.000017187134,0.000022258653,0.000019379806,0.000083892555,0.00056768005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851304,0.0010585136,0.00007504607,0.000073437644,0.00021332182,0.00006669639],"domain_scores_gemma":[0.99394107,0.0041515734,0.0006290137,0.00024334478,0.0009694581,0.000065527594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002945174,0.0005288089,0.0003450566,0.0004356555,0.00026234184,0.0007470058,0.00035649436,0.000818603,0.0010184296],"category_scores_gemma":[0.012512297,0.000498319,0.00032679416,0.00025421917,0.00025374553,0.00041682555,0.00024598904,0.00037926415,0.0002625623],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001812617,0.00036375178,0.008959428,0.0005462175,0.000112907066,0.00034599248,0.00033270346,0.54727376,0.268457,0.0025129695,0.0004230469,0.16885954],"study_design_scores_gemma":[0.00007532159,0.0013421758,0.0066558835,0.000042984044,0.0000997809,0.00025499804,0.000094769974,0.9222965,0.067583926,0.00046973434,0.0010496139,0.000034345314],"about_ca_topic_score_codex":0.0005395087,"about_ca_topic_score_gemma":0.00088828435,"teacher_disagreement_score":0.002945174,"about_ca_system_score_codex":0.00024070025,"about_ca_system_score_gemma":0.0002928796,"threshold_uncertainty_score":0.015575707},"labels":[],"label_agreement":null},{"id":"W2002551708","doi":"10.1002/cnm.544","title":"Optimal vibration control of continuous structures by FEM: Part II—the computer implementation","year":2002,"lang":"en","type":"article","venue":"Communications in Numerical Methods in Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Analogy; Finite element method; Vibration; Bending; Beam (structure); Computer science; Optimal control; Software; Structural engineering; Vibration control; Engineering; Mathematics; Mathematical optimization; Physics; Programming language; Acoustics","score_opus":0.022614834859063727,"score_gpt":0.3282907130471431,"score_spread":0.30567587818807934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002551708","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012600343,0.00015094182,0.98102725,0.000102013684,0.000029761066,0.000024437026,0.000020341013,0.0005955714,0.005449334],"genre_scores_gemma":[0.53671736,0.00036977621,0.45766374,0.0000836721,0.00004719897,0.0001925258,0.00007299521,0.00017945426,0.004673244],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998275,0.00004561345,0.000007369758,0.000022792907,0.00008255551,0.00001406718],"domain_scores_gemma":[0.9997514,0.00015139837,0.000011165189,0.00004282108,0.00003630859,0.0000068768954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036779745,0.00028538812,0.00042743742,0.0002458125,0.00018550483,0.00047098895,0.0005702866,0.00054391846,0.0058959825],"category_scores_gemma":[0.000982327,0.0002649816,0.0002418117,0.00018416365,0.0005990641,0.00046401174,0.0004754376,0.00058532483,0.0005860935],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014646059,0.00006919159,0.0002973163,0.00015503082,0.000027310389,0.000054498112,0.000103005244,0.7167019,0.019527897,0.067050904,0.0014443897,0.19442216],"study_design_scores_gemma":[0.000023180775,0.000022189311,0.00008079442,0.000009984856,0.0000038188923,0.0000131031475,0.000007166599,0.9895131,0.0026492851,0.0054732854,0.0021998058,0.0000042314364],"about_ca_topic_score_codex":0.0013579658,"about_ca_topic_score_gemma":0.0011231295,"teacher_disagreement_score":0.0058959825,"about_ca_system_score_codex":0.00023348512,"about_ca_system_score_gemma":0.0003447845,"threshold_uncertainty_score":0.019724011},"labels":[],"label_agreement":null},{"id":"W2002958994","doi":"10.1006/jfls.2002.0445","title":"LINEAR AND NONLINEAR DYNAMICS OF CANTILEVERED CYLINDERS IN AXIAL FLOW. PART 3: NONLINEAR DYNAMICS","year":2002,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":92,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Bifurcation; Mathematics; Discretization; Phase plane; Cantilever; Dynamics (music); Flow (mathematics); Stability (learning theory); Cylinder; Amplitude; Plane (geometry); Mathematical analysis; Galerkin method; Mechanics; Classical mechanics; Geometry; Physics; Structural engineering; Engineering; Computer science","score_opus":0.00790104438959774,"score_gpt":0.20879230812691216,"score_spread":0.20089126373731442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002958994","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6658208,0.017095841,0.23715913,0.0017404677,0.000764644,0.00014938664,0.00054779934,0.00035008058,0.07637189],"genre_scores_gemma":[0.9460292,0.0043570613,0.006461141,0.00013714141,0.0002927414,0.00006070126,0.00023175843,0.00009496348,0.042335372],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992216,0.000012766207,0.0000040481623,0.000010534798,0.000033958262,0.00001651492],"domain_scores_gemma":[0.99978536,0.00009917986,0.000029953278,0.000016484668,0.00004633811,0.00002267388],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020036047,0.00036303434,0.00030825223,0.0003659558,0.00028721805,0.00058416446,0.00033581755,0.00042678538,0.006634344],"category_scores_gemma":[0.0007725478,0.00019294329,0.00042828603,0.00017398885,0.00086653035,0.00076627237,0.00073118036,0.0002535332,0.0006603149],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005826607,0.00031373597,0.00792394,0.0013273045,0.00013929153,0.0014526962,0.0018497312,0.43448654,0.21079384,0.15181756,0.020190032,0.16912267],"study_design_scores_gemma":[0.0000344513,0.00013473214,0.015270258,0.000062927415,0.000029325423,0.00055373163,0.00025206443,0.9186261,0.007961706,0.048779417,0.008237832,0.000057435944],"about_ca_topic_score_codex":0.0019882547,"about_ca_topic_score_gemma":0.0015023414,"teacher_disagreement_score":0.006634344,"about_ca_system_score_codex":0.00018371361,"about_ca_system_score_gemma":0.00027134857,"threshold_uncertainty_score":0.022194147},"labels":[],"label_agreement":null},{"id":"W2003295001","doi":"10.1139/l00-089","title":"Nonlinear dynamic behaviour of guy cables in turbulent winds","year":2001,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Nonlinear system; Catenary; Aeroelasticity; Mechanics; Vibration; Structural engineering; Finite element method; Aerodynamics; Harmonic balance; Harmonic; Turbulence; Coupling (piping); Physics; Displacement (psychology); Engineering; Acoustics","score_opus":0.004538408580787548,"score_gpt":0.1826359367425732,"score_spread":0.17809752816178565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003295001","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972681,0.00001258125,0.0020636104,0.000008731525,0.0000012013456,0.0000025920126,0.000012369859,0.000014003858,0.0006168557],"genre_scores_gemma":[0.9994499,0.00001580117,0.0002789652,0.0000019114993,5.8370927e-7,0.00000209451,0.000015831669,0.0000024665874,0.00023244818],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999455,0.000012941543,0.0000027053627,0.0000074217373,0.000015142366,0.000016290596],"domain_scores_gemma":[0.9998704,0.000054651122,0.000027514821,0.000009967622,0.000018757824,0.000018729133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012981216,0.00020144161,0.0001502248,0.00024162389,0.00023103546,0.00024409826,0.00011093176,0.0002705627,0.0005986017],"category_scores_gemma":[0.0005081214,0.00017372046,0.00015145238,0.00011567068,0.00048614465,0.00021352079,0.00024645127,0.00014768771,0.000116751115],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005652046,0.00010846847,0.055510692,0.00009216914,0.000036110618,0.0014551518,0.00087993586,0.5902737,0.33624697,0.002146215,0.00030528428,0.012380181],"study_design_scores_gemma":[0.000035476693,0.0003573105,0.055421438,0.000019021187,0.000012728238,0.00025595012,0.00044361988,0.922014,0.020483365,0.00052660063,0.00039098813,0.000039458926],"about_ca_topic_score_codex":0.0025494036,"about_ca_topic_score_gemma":0.0029052193,"teacher_disagreement_score":0.0025494036,"about_ca_system_score_codex":0.00019549791,"about_ca_system_score_gemma":0.00011644225,"threshold_uncertainty_score":0.0050691366},"labels":[],"label_agreement":null},{"id":"W2003437811","doi":"10.1115/1.2172264","title":"Transient Vibration Analysis of Open Circular Cylindrical Shells","year":2005,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Vibration; Mathematical analysis; Displacement (psychology); Cylindrical coordinate system; Mathematics; Geometry; Differential equation; Shell (structure); Coordinate system; Equations of motion; Classical mechanics; Physics; Materials science; Acoustics","score_opus":0.011026782656049677,"score_gpt":0.24783119838007014,"score_spread":0.23680441572402047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003437811","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3675479,0.00016125977,0.62696344,0.00008500613,0.000021240734,0.000032474603,0.000039487626,0.0002853755,0.0048637963],"genre_scores_gemma":[0.9849609,0.000051784376,0.013344285,0.000006313527,0.000002995348,0.000021812904,0.000023029968,0.000017764793,0.0015710728],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999347,0.000013638544,0.0000024558617,0.000009389337,0.00002879877,0.000010971699],"domain_scores_gemma":[0.99987376,0.000059901027,0.000018951345,0.000012332945,0.000025695534,0.000009353606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002286309,0.00019974893,0.00022333735,0.00023239439,0.00017115488,0.00023600414,0.00027597128,0.0003084242,0.0008272148],"category_scores_gemma":[0.0005847533,0.00010284534,0.00026692438,0.00010089722,0.00048033957,0.00022201613,0.00031452882,0.00014861385,0.00010453252],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019055218,0.00003394717,0.0016332985,0.00007009996,0.00001839564,0.00030692137,0.00023720031,0.8673396,0.085257635,0.023489054,0.00033839679,0.021084825],"study_design_scores_gemma":[0.000003336992,0.000017302207,0.00023636971,0.0000019560036,0.000001036261,0.000018704992,0.000011229134,0.9972102,0.0017244504,0.00065833377,0.00011398861,0.0000030615304],"about_ca_topic_score_codex":0.0014978638,"about_ca_topic_score_gemma":0.00077305845,"teacher_disagreement_score":0.0014978638,"about_ca_system_score_codex":0.00024005554,"about_ca_system_score_gemma":0.00027920428,"threshold_uncertainty_score":0.0029782653},"labels":[],"label_agreement":null},{"id":"W2003513159","doi":"10.1115/1.4027456","title":"Steady-State Responses of Pulley-Belt Systems With a One-Way Clutch and Belt Bending Stiffness","year":2014,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Pulley; Nonlinear system; Belt drive; Clutch; Discretization; Control theory (sociology); Vibration; Torque; Structural engineering; Engineering; Physics; Mathematical analysis; Mathematics; Computer science; Mechanical engineering; Acoustics","score_opus":0.009371779101278788,"score_gpt":0.21333974088148788,"score_spread":0.2039679617802091,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003513159","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.530101,0.00044195197,0.4540189,0.00022867198,0.000070335605,0.00009259613,0.00024784615,0.0006132868,0.014185376],"genre_scores_gemma":[0.99406576,0.00010218297,0.0025541189,0.000013288797,0.000003915191,0.00005663496,0.00006918867,0.000012795199,0.0031222217],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998615,0.000020435164,0.000010126602,0.000041098763,0.000039639424,0.000027181522],"domain_scores_gemma":[0.99972576,0.0001127212,0.000055376455,0.000021238342,0.00006701977,0.000017870872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029877428,0.0005718768,0.0006472687,0.0003113072,0.000380746,0.0006195965,0.00053205685,0.00070074614,0.0018927662],"category_scores_gemma":[0.0005624316,0.0002810747,0.00052962283,0.000171619,0.00050943054,0.00061143906,0.0006553115,0.00049339945,0.0003053556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019126432,0.00007364515,0.0027353228,0.00019986891,0.00006723133,0.00037876403,0.000434246,0.94052035,0.039884243,0.0049596825,0.00034290986,0.010212522],"study_design_scores_gemma":[0.000004185697,0.00003316583,0.00041744017,0.0000039677707,0.000006494766,0.000012589364,0.000025351377,0.9978046,0.0011846859,0.00032235085,0.00017926955,0.00000591018],"about_ca_topic_score_codex":0.00384156,"about_ca_topic_score_gemma":0.002531098,"teacher_disagreement_score":0.00384156,"about_ca_system_score_codex":0.0003891905,"about_ca_system_score_gemma":0.00038479466,"threshold_uncertainty_score":0.007638395},"labels":[],"label_agreement":null},{"id":"W2003846550","doi":"10.1016/j.jfluidstructs.2005.07.020","title":"Nonlinear vibrations of fluid-filled clamped circular cylindrical shells","year":2005,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministero dell'Università e della Ricerca","keywords":"Nonlinear system; Inviscid flow; Boundary value problem; Shell (structure); Equations of motion; Galerkin method; Eigenfunction; Discretization; Vibration; Rotational symmetry; Classical mechanics; Mechanics; Physics; Mathematical analysis; Mathematics; Eigenvalues and eigenvectors; Materials science","score_opus":0.006406682289586058,"score_gpt":0.2227426129811901,"score_spread":0.21633593069160406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003846550","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9653826,0.00017448205,0.026632095,0.00017234881,0.000055506334,0.000020768974,0.000037923357,0.00008115345,0.0074431514],"genre_scores_gemma":[0.9955888,0.000050471102,0.0012000041,0.00002349971,0.0000120827335,0.000007588068,0.000019669451,0.00001678019,0.0030809764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998099,0.00003582726,0.000008355232,0.000036202695,0.000065074,0.000044702232],"domain_scores_gemma":[0.9995714,0.00015224383,0.000080950515,0.00004718957,0.00006825897,0.00007994252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029711935,0.0003864913,0.0004794055,0.00034934966,0.00041783645,0.0008241719,0.00066815957,0.0009832348,0.0015378424],"category_scores_gemma":[0.0015513455,0.00032749466,0.00034342354,0.00018387921,0.0015967914,0.000680482,0.0011469289,0.00041992043,0.00026586856],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019716965,0.00029642638,0.005734387,0.00026796214,0.00008884993,0.002006435,0.0015989991,0.51816076,0.40922394,0.03592714,0.0012094524,0.023513993],"study_design_scores_gemma":[0.000042365697,0.00011514225,0.0031949296,0.000012595261,0.000009568791,0.00016056262,0.00015863209,0.98474944,0.008519146,0.0026476402,0.0003563897,0.00003357852],"about_ca_topic_score_codex":0.0013215112,"about_ca_topic_score_gemma":0.0006854372,"teacher_disagreement_score":0.0015378424,"about_ca_system_score_codex":0.00026896785,"about_ca_system_score_gemma":0.00038115124,"threshold_uncertainty_score":0.0051445365},"labels":[],"label_agreement":null},{"id":"W2005389905","doi":"10.1006/jsvi.2000.3071","title":"NON-LINEAR DYNAMICS AND STABILITY OF CIRCULAR CYLINDRICAL SHELLS CONTAINING FLOWING FLUID. PART III: TRUNCATION EFFECT WITHOUT FLOW AND EXPERIMENTS","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":123,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Centre National de la Recherche Scientifique","keywords":"Harmonics; Shell (structure); Mechanics; Vibration; Normal mode; Amplitude; Physics; Truncation (statistics); Excitation; Mode (computer interface); Mathematics; Materials science; Optics; Acoustics; Composite material","score_opus":0.009518373768919673,"score_gpt":0.2402734560721102,"score_spread":0.23075508230319053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005389905","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.975373,0.00031075097,0.021546867,0.000076538985,0.00003263776,0.00003127869,0.00011303974,0.00008760579,0.0024282066],"genre_scores_gemma":[0.9944936,0.00013841254,0.0037665428,0.000010516889,0.000007848149,0.000018232344,0.00007399552,0.000018494895,0.00147248],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982136,0.000041400686,0.00001206283,0.000032375043,0.00006195811,0.000030861796],"domain_scores_gemma":[0.99923384,0.0004192704,0.000109441455,0.00010415386,0.00008489522,0.000048362006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004394735,0.00040167416,0.00042119954,0.00020101451,0.0003074979,0.00028738292,0.00043998804,0.00054386037,0.00094895804],"category_scores_gemma":[0.002215907,0.00024129583,0.0003347662,0.0001098881,0.0011521429,0.000734992,0.00070436636,0.00030651386,0.00016520749],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020250427,0.00024415558,0.002709649,0.00029703486,0.000032657746,0.00044761537,0.00052186154,0.17637943,0.79452735,0.010303762,0.0006478795,0.011863539],"study_design_scores_gemma":[0.00017970566,0.0005813611,0.0051579373,0.000032345986,0.000016049515,0.00020422618,0.000096671305,0.879049,0.111801624,0.0020971878,0.0007207399,0.00006311367],"about_ca_topic_score_codex":0.001074489,"about_ca_topic_score_gemma":0.000382972,"teacher_disagreement_score":0.001074489,"about_ca_system_score_codex":0.00020356434,"about_ca_system_score_gemma":0.00027361469,"threshold_uncertainty_score":0.003174603},"labels":[],"label_agreement":null},{"id":"W2006096798","doi":"10.1016/s0263-8231(01)00070-2","title":"Experimental and analytical evaluation of the dynamic characteristics of conical shells","year":2002,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Conical surface; Materials science; Composite material","score_opus":0.015362400004719483,"score_gpt":0.256777647808645,"score_spread":0.2414152478039255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006096798","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98477167,0.00011221417,0.011251389,0.000032189502,0.000012728651,0.00002573763,0.00011539317,0.000081900806,0.0035968649],"genre_scores_gemma":[0.9969584,0.000046053112,0.0019595965,0.0000050710164,0.0000036207414,0.000014043437,0.000058130594,0.000009662956,0.0009454231],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996625,0.000045002398,0.00000954765,0.000042502303,0.00017644273,0.00006394252],"domain_scores_gemma":[0.99883753,0.0004679439,0.00015694088,0.00017034927,0.00030032793,0.00006691056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043700874,0.000350661,0.00026478965,0.0003533899,0.0004407512,0.00027312862,0.0005920711,0.00053665787,0.0024199295],"category_scores_gemma":[0.0013901024,0.00023396265,0.00018952163,0.00030650393,0.0008119677,0.00046733697,0.0003625078,0.0003125324,0.0003244504],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035386498,0.00021037349,0.001028163,0.000051275147,0.0000055784026,0.00006380504,0.00019607843,0.0031565984,0.9868701,0.0010890748,0.00011156848,0.006863523],"study_design_scores_gemma":[0.00012000056,0.0017269339,0.014577121,0.000021552845,0.000020469617,0.00039593747,0.00031042178,0.04817727,0.9320128,0.000551826,0.0020373682,0.000048337424],"about_ca_topic_score_codex":0.0004723796,"about_ca_topic_score_gemma":0.000445943,"teacher_disagreement_score":0.0024199295,"about_ca_system_score_codex":0.00033345516,"about_ca_system_score_gemma":0.00017803909,"threshold_uncertainty_score":0.008095443},"labels":[],"label_agreement":null},{"id":"W2006384757","doi":"10.1109/iecon.2013.6699683","title":"Decentralized control design using Integrator Backstepping for controlling web winding systems","year":2013,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Trois-Rivières","funders":"","keywords":"Backstepping; Computer science; Control theory (sociology); Control system; Controller (irrigation); Overshoot (microwave communication); PID controller; Control engineering; Lyapunov function; MATLAB; Control (management); Engineering; Adaptive control; Operating system; Temperature control; Nonlinear system; Artificial intelligence","score_opus":0.02009009656953795,"score_gpt":0.22347653046484853,"score_spread":0.20338643389531058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006384757","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03045846,0.00019335978,0.96538067,0.0000683189,0.00006367742,0.000060816026,0.000015075434,0.00029799144,0.0034615896],"genre_scores_gemma":[0.9474054,0.00016334107,0.050244577,0.000045114775,0.000031273827,0.00014183146,0.0000337732,0.00002008347,0.0019146937],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996629,0.00007523517,0.00002266496,0.00007563183,0.00012751784,0.000036143938],"domain_scores_gemma":[0.9996136,0.00012143983,0.00007642769,0.000029866445,0.00013364498,0.0000250758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005598859,0.00067683065,0.0006522907,0.00029338317,0.00031877813,0.0007762519,0.00066086464,0.0005713345,0.001298875],"category_scores_gemma":[0.0007654323,0.00025282736,0.0004211489,0.00026732142,0.0005619978,0.0003371657,0.00052636344,0.0005075923,0.00021453765],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024307954,0.00015876006,0.00062918133,0.00036369628,0.000089210174,0.00029175196,0.00026318533,0.8392391,0.07000083,0.014842558,0.0009828006,0.0728958],"study_design_scores_gemma":[0.000028851959,0.00021028667,0.00015718216,0.0000059691406,0.00001077235,0.000022984039,0.000008490189,0.99483716,0.003238033,0.0008341508,0.0006383843,0.000007614027],"about_ca_topic_score_codex":0.0018986795,"about_ca_topic_score_gemma":0.0017332284,"teacher_disagreement_score":0.0018986795,"about_ca_system_score_codex":0.00037139782,"about_ca_system_score_gemma":0.0005405775,"threshold_uncertainty_score":0.0043451786},"labels":[],"label_agreement":null},{"id":"W2006441288","doi":"10.1016/j.jfluidstructs.2006.10.006","title":"Dynamics of cantilevered pipes conveying fluid. Part 1: Nonlinear equations of three-dimensional motion","year":2006,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":120,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Galerkin method; Virtual work; Equations of motion; Cantilever; Discretization; Spring (device); Mathematics; Motion (physics); Mathematical analysis; Classical mechanics; Mechanics; Engineering; Physics; Structural engineering; Finite element method","score_opus":0.008089069962216637,"score_gpt":0.2084550547029209,"score_spread":0.20036598474070424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006441288","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30464643,0.009776379,0.6284062,0.0037818237,0.0008146831,0.00021390231,0.0011455066,0.0002909096,0.05092417],"genre_scores_gemma":[0.9215224,0.0052846354,0.018655498,0.0003737882,0.0002676587,0.00020801312,0.00038774934,0.00013046633,0.05316995],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999864,0.000030796662,0.000008727469,0.000020573463,0.000060568163,0.00001532718],"domain_scores_gemma":[0.9997003,0.00012941177,0.00005718697,0.00002422636,0.000068312176,0.000020544983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039297552,0.0005817764,0.000561353,0.00040543673,0.00039362322,0.0008411258,0.0008085912,0.0015729069,0.0044998447],"category_scores_gemma":[0.0012371553,0.00035410232,0.000592392,0.00036649348,0.001274231,0.0016789904,0.001233641,0.0007461719,0.0005191408],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009459013,0.00008372759,0.002337564,0.00042967554,0.000050741328,0.00063053676,0.0008874402,0.77358615,0.02801401,0.15146889,0.00738942,0.035027202],"study_design_scores_gemma":[0.00001980949,0.000054363456,0.0028141355,0.000029475887,0.00001215573,0.00020545708,0.0000839123,0.9733647,0.00092354836,0.01820568,0.0042507495,0.00003595591],"about_ca_topic_score_codex":0.005174764,"about_ca_topic_score_gemma":0.0031870522,"teacher_disagreement_score":0.005174764,"about_ca_system_score_codex":0.00046329445,"about_ca_system_score_gemma":0.00064551854,"threshold_uncertainty_score":0.015053511},"labels":[],"label_agreement":null},{"id":"W2006580336","doi":"10.5539/mas.v8n5p216","title":"Constants of Metal Rubber Material","year":2014,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Composite material; Shear modulus; Vibration; Cushion; Dissipation; Finite element method; Pressing; Deformation (meteorology); Natural rubber; Shear (geology); Bending; Poisson's ratio; Structural engineering; Physics; Poisson distribution","score_opus":0.006014511034108366,"score_gpt":0.19365139556236033,"score_spread":0.18763688452825197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2006580336","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19327994,0.034751583,0.4561387,0.0012350657,0.002999423,0.0006732426,0.004400274,0.0033675646,0.30315426],"genre_scores_gemma":[0.7689067,0.009248361,0.10456125,0.00038570663,0.0003633471,0.00040339437,0.002286393,0.0008451845,0.11299961],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988925,0.000073532276,0.00008014041,0.0002961848,0.00057489955,0.000082722196],"domain_scores_gemma":[0.9989768,0.00024186708,0.0002297862,0.00017401489,0.00034110973,0.00003640662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043664128,0.0010012692,0.00047803015,0.0016347683,0.00045722985,0.0010358839,0.0013830778,0.00090493506,0.02233313],"category_scores_gemma":[0.0018774566,0.00059992453,0.00061940134,0.0008617201,0.0005438941,0.001676489,0.00058826915,0.00090446183,0.008818933],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006007664,0.00021675827,0.0036464971,0.0040207044,0.00011469306,0.001111099,0.00096597685,0.018617269,0.5329956,0.14577793,0.01522148,0.27671131],"study_design_scores_gemma":[0.000091465496,0.00091526104,0.012825811,0.0005430888,0.00021029974,0.008788857,0.0004537967,0.041419286,0.34906122,0.037553567,0.5477351,0.00040230775],"about_ca_topic_score_codex":0.0005185639,"about_ca_topic_score_gemma":0.00039691335,"teacher_disagreement_score":0.02233313,"about_ca_system_score_codex":0.0005488464,"about_ca_system_score_gemma":0.0005216584,"threshold_uncertainty_score":0.07471174},"labels":[],"label_agreement":null},{"id":"W2008446849","doi":"10.1115/pvp2013-97751","title":"Probabilistic Evaluation of the Integrity of Steam Generator Tubes Subjected to Flow Induced Vibrations","year":2013,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Safety Commission; University of Guelph","funders":"Canadian Nuclear Safety Commission","keywords":"Fretting; Fretting wear; Heat exchanger; Tube (container); Vibration; Vortex-induced vibration; Turbulence; Materials science; Structural engineering; Boiler (water heating); Cracking; Flow (mathematics); Mechanical engineering; Engineering; Mechanics; Composite material; Waste management; Acoustics; Physics","score_opus":0.025013360121338635,"score_gpt":0.24388093075632492,"score_spread":0.21886757063498627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008446849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.962294,0.00011660447,0.036203254,0.000049436945,0.000005033142,0.00002243664,0.00020367447,0.00009447772,0.0010110795],"genre_scores_gemma":[0.99897337,0.000021964754,0.0007303425,0.0000016593144,0.0000020001435,0.000004825127,0.000077781784,0.0000048639354,0.0001831394],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99935824,0.00015828911,0.000032433392,0.00011814483,0.00023821047,0.00009462616],"domain_scores_gemma":[0.996487,0.0020897423,0.0007219553,0.00016823407,0.0004143678,0.000118697644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014717963,0.00038938218,0.0004395843,0.0011237025,0.00025979255,0.0006093055,0.00052113435,0.0009605039,0.001243008],"category_scores_gemma":[0.005822156,0.00035289818,0.00046529513,0.00041909103,0.0009345164,0.00062608346,0.0005904022,0.0003029032,0.00014600367],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003170496,0.000029501429,0.02052287,0.000040400035,0.000047793383,0.00020601711,0.000057601414,0.95890695,0.011942686,0.0010005119,0.00008137647,0.0068472424],"study_design_scores_gemma":[0.0000037759385,0.00014474288,0.022449484,0.0000062039207,0.000020913925,0.00007124592,0.000041180097,0.97212213,0.0045790416,0.00045667103,0.00008678384,0.000017843699],"about_ca_topic_score_codex":0.0025316675,"about_ca_topic_score_gemma":0.0017978743,"teacher_disagreement_score":0.0025316675,"about_ca_system_score_codex":0.00051588146,"about_ca_system_score_gemma":0.0002672437,"threshold_uncertainty_score":0.007783711},"labels":[],"label_agreement":null},{"id":"W200895850","doi":"","title":"Modélisation de l'instabilité fluidélastique d'un faisceau de tubes soumis à un écoulement disphasique transverse","year":2012,"lang":"fr","type":"article","venue":"PhDT","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Physics; Humanities; Art","score_opus":0.008552629986129427,"score_gpt":0.22485451547615365,"score_spread":0.21630188549002421,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W200895850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6297976,0.00075888424,0.34173667,0.0005070826,0.00021892486,0.00015424441,0.000780961,0.00067433534,0.025371317],"genre_scores_gemma":[0.9678927,0.0003668809,0.01348557,0.000050972598,0.000023804112,0.00024094553,0.0003365225,0.00007824535,0.017524365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998054,0.000031651663,0.00000823833,0.000056413355,0.00006136034,0.000036974667],"domain_scores_gemma":[0.9995276,0.00023723328,0.00006159278,0.000042371797,0.000095991505,0.00003521006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003639497,0.00074929005,0.00074516254,0.00048626514,0.00062201,0.0014225655,0.0011751077,0.002300895,0.0038678935],"category_scores_gemma":[0.0010465961,0.00055717834,0.0011787994,0.0003819007,0.0010405901,0.0009596577,0.00082482985,0.0010344071,0.00046597247],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041593135,0.000028395936,0.00075284916,0.000042651096,0.0000132225005,0.00010278527,0.000050410752,0.9898538,0.0055022533,0.001660187,0.00010193104,0.0018499127],"study_design_scores_gemma":[0.000007532196,0.000036079004,0.00036274435,0.000006678325,0.0000079935335,0.000015525467,0.000015980766,0.9969433,0.0015914493,0.00037797765,0.00062779104,0.000006833262],"about_ca_topic_score_codex":0.01560579,"about_ca_topic_score_gemma":0.005933645,"teacher_disagreement_score":0.01560579,"about_ca_system_score_codex":0.0012218817,"about_ca_system_score_gemma":0.0013482234,"threshold_uncertainty_score":0.03102988},"labels":[],"label_agreement":null},{"id":"W2009736226","doi":"10.1016/j.jfluidstructs.2013.03.003","title":"Vibrations and stability of a periodically supported rectangular plate immersed in axial flow","year":2013,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Polytechnique Montréal","funders":"","keywords":"Galerkin method; Instability; Mathematics; Vibration; Eigenvalues and eigenvectors; Discretization; Potential flow; Mathematical analysis; Perturbation (astronomy); Aspect ratio (aeronautics); Velocity potential; Flow (mathematics); Mechanics; Geometry; Physics; Boundary value problem; Nonlinear system; Acoustics","score_opus":0.005386640404721675,"score_gpt":0.20173061332513037,"score_spread":0.1963439729204087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009736226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98813176,0.00011287399,0.007988097,0.00014815049,0.000042178093,0.000014158846,0.000040386723,0.000037854956,0.0034845863],"genre_scores_gemma":[0.99697864,0.000040525552,0.00083658483,0.000018174256,0.000017492184,0.000008171141,0.00002809501,0.000011179815,0.0020612227],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999848,0.000027084845,0.0000067601904,0.000034216126,0.0000546622,0.00002913905],"domain_scores_gemma":[0.999647,0.00016629088,0.000049096692,0.00002165759,0.00004918072,0.00006676972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027239733,0.00038875834,0.00039237773,0.00050500507,0.0004562376,0.00074240065,0.0007123862,0.0010196903,0.0019528358],"category_scores_gemma":[0.00091734354,0.00031954644,0.00038927546,0.00017176733,0.001911186,0.0005056467,0.0007792878,0.00060419977,0.0002660113],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0037291523,0.0004647946,0.009631296,0.0002878257,0.00020389336,0.0035660157,0.0012417736,0.21838856,0.72154695,0.020374987,0.00081151497,0.019753367],"study_design_scores_gemma":[0.00012969885,0.0008070865,0.015749142,0.000024606192,0.00006214324,0.0003939552,0.00048642425,0.94450945,0.034945272,0.00234929,0.0004647107,0.000078163044],"about_ca_topic_score_codex":0.0014432851,"about_ca_topic_score_gemma":0.00044126637,"teacher_disagreement_score":0.0019528358,"about_ca_system_score_codex":0.00028977272,"about_ca_system_score_gemma":0.0004419597,"threshold_uncertainty_score":0.006532848},"labels":[],"label_agreement":null},{"id":"W2010390046","doi":"10.1115/1.2775496","title":"Stability of SDOF Linear Viscoelastic System Under the Excitation of Wideband Noise","year":2008,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Lyapunov exponent; Viscoelasticity; Wideband; Moment (physics); Mathematical analysis; White noise; Physics; Noise (video); Mathematics; Control theory (sociology); Nonlinear system; Classical mechanics; Computer science; Optics","score_opus":0.012499471799579154,"score_gpt":0.20075087702860522,"score_spread":0.18825140522902606,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010390046","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70679003,0.0005240089,0.285852,0.00023916014,0.000053186854,0.000022732867,0.000068579335,0.00015042005,0.0062998952],"genre_scores_gemma":[0.99687237,0.00013512063,0.001645892,0.000010167446,0.000014070966,0.0000134072125,0.000022548902,0.000005660547,0.0012808554],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986744,0.000028690529,0.000006994148,0.000037619593,0.000040438375,0.000018764405],"domain_scores_gemma":[0.9995665,0.0001493608,0.00014095861,0.000026166043,0.000087042994,0.000030065765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030146734,0.00036951707,0.00043114892,0.00030526132,0.0002814713,0.000535802,0.00024404521,0.00038247035,0.00067191117],"category_scores_gemma":[0.0014709893,0.00010651649,0.00028156926,0.00014988371,0.00064051105,0.00045315333,0.00056788424,0.00036438764,0.00007879249],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034140586,0.000039578415,0.0066931224,0.00020805454,0.00012509986,0.00124111,0.0006862809,0.7773987,0.11659317,0.07275067,0.00047110277,0.0234517],"study_design_scores_gemma":[0.0000055716696,0.00008320291,0.001603155,0.000007632948,0.000009342936,0.000104760984,0.000038902035,0.9914961,0.0020484163,0.004382611,0.00020889561,0.000011349395],"about_ca_topic_score_codex":0.0016168731,"about_ca_topic_score_gemma":0.00059741933,"teacher_disagreement_score":0.0016168731,"about_ca_system_score_codex":0.00026008475,"about_ca_system_score_gemma":0.00027870163,"threshold_uncertainty_score":0.0032149553},"labels":[],"label_agreement":null},{"id":"W2010428428","doi":"10.1115/dscc2013-3987","title":"Robust Control of an HVAC System via a Super-Twisting Sliding Mode Technique","year":2013,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor; Simon Fraser University","funders":"","keywords":"Sliding mode control; HVAC; Control theory (sociology); Control system; Computer science; Mode (computer interface); Robust control; Control (management); Control engineering; Engineering; Artificial intelligence; Physics; Electrical engineering; Mechanical engineering; Nonlinear system","score_opus":0.007621363090453374,"score_gpt":0.18555575981522018,"score_spread":0.1779343967247668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010428428","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03284146,0.00020156258,0.9633349,0.00005742468,0.00005034943,0.000035786506,0.000022076947,0.00040848023,0.0030479485],"genre_scores_gemma":[0.96252704,0.00019204228,0.035414115,0.000027385327,0.000037747734,0.00006521179,0.0000402125,0.000017045662,0.0016792065],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999721,0.000054111515,0.000017387127,0.000069099675,0.00010570803,0.00003265831],"domain_scores_gemma":[0.99974996,0.00007165346,0.00006693886,0.000034601933,0.0000641169,0.000012742676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041154845,0.00054938335,0.00038534013,0.00019216115,0.00025236327,0.00039815498,0.00048789568,0.00030931173,0.0013587575],"category_scores_gemma":[0.0005498139,0.00017897967,0.00043688065,0.00013135631,0.00043123832,0.0003743871,0.00044823592,0.00046260929,0.00017864651],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031914053,0.0000388374,0.0008383752,0.0003820115,0.00008903731,0.00031949073,0.00027169636,0.7527729,0.09711432,0.013182942,0.00084319623,0.13382795],"study_design_scores_gemma":[0.000017575287,0.00032982638,0.00038012268,0.000010749726,0.00001682229,0.00005105404,0.000012384038,0.9908731,0.0057796445,0.0011577978,0.0013622041,0.000008739582],"about_ca_topic_score_codex":0.0017864173,"about_ca_topic_score_gemma":0.0010440502,"teacher_disagreement_score":0.0017864173,"about_ca_system_score_codex":0.0002074825,"about_ca_system_score_gemma":0.0003675878,"threshold_uncertainty_score":0.00454545},"labels":[],"label_agreement":null},{"id":"W2011040035","doi":"10.1115/1.1349886","title":"On the Normal Forms Associated with High Dimensional Systems","year":2000,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Normal mode; Computer science; Mathematics; Applied mathematics; Vibration; Engineering; Mathematical analysis; Physics; Acoustics","score_opus":0.004174665466373581,"score_gpt":0.17268244150374248,"score_spread":0.1685077760373689,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011040035","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07417305,0.0015722542,0.85391635,0.0008594673,0.0005028098,0.000113422044,0.00011852039,0.00020794627,0.068536244],"genre_scores_gemma":[0.82843655,0.0032329336,0.1321621,0.00038112325,0.0007952371,0.0001901527,0.00031194784,0.00027757123,0.034212396],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9990165,0.00032358532,0.000043831573,0.00012537657,0.00040741148,0.000083302264],"domain_scores_gemma":[0.9986205,0.00043779679,0.0001699934,0.00017964831,0.00045892745,0.0001331549],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001240155,0.0011344489,0.0006096869,0.0020134978,0.0007544998,0.0018650246,0.0008848466,0.0010028735,0.00606996],"category_scores_gemma":[0.0050615566,0.00030014757,0.00054838957,0.0011009307,0.0031322497,0.0043989914,0.0017924929,0.0018759614,0.0013821279],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010740264,0.000015008092,0.0001788742,0.00004802988,0.0000060773764,0.00008286174,0.00020109583,0.01989286,0.0014173627,0.96839553,0.0008690352,0.008882487],"study_design_scores_gemma":[0.000006008543,0.000033080858,0.000184909,0.000019523977,0.0000026577322,0.00016934804,0.000076342716,0.1681343,0.00048783494,0.82564366,0.00521004,0.000032290383],"about_ca_topic_score_codex":0.0013186829,"about_ca_topic_score_gemma":0.000660585,"teacher_disagreement_score":0.00606996,"about_ca_system_score_codex":0.00079527125,"about_ca_system_score_gemma":0.00067810353,"threshold_uncertainty_score":0.02030605},"labels":[],"label_agreement":null},{"id":"W2011957747","doi":"10.1109/nsc.2012.6304750","title":"Control of chaotic responses of a laminated composite beam subjected to external excitation","year":2012,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Chaotic; Excitation; Cantilever; Beam (structure); Composite number; Shearing (physics); Control theory (sociology); Materials science; Structural engineering; Physics; Engineering; Computer science; Composite material; Control (management); Electrical engineering","score_opus":0.006646516822883862,"score_gpt":0.21947605721695618,"score_spread":0.21282954039407231,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011957747","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7866492,0.00010839308,0.20824055,0.0000893765,0.000044499495,0.000024244791,0.000023384688,0.00012694982,0.0046933917],"genre_scores_gemma":[0.9974106,0.000021865613,0.0021215861,0.000003502273,0.0000018130954,0.000008364788,0.0000033797671,0.0000013316171,0.000427521],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99996376,0.000007754896,0.000001702878,0.000006788555,0.000012874848,0.0000071599206],"domain_scores_gemma":[0.99989545,0.000035317204,0.000026789721,0.000008666069,0.000023965284,0.0000097178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011655634,0.00018775571,0.00010366682,0.000080834405,0.00011849507,0.00016740258,0.00013342599,0.00014059455,0.0004964583],"category_scores_gemma":[0.00026788787,0.00006391478,0.00009530516,0.000047853056,0.00019301724,0.00007116801,0.00015606194,0.00013249792,0.000042157022],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004660826,0.00005989566,0.0015514123,0.00015528183,0.00005433544,0.0003371471,0.00030764766,0.31428078,0.6380326,0.004763116,0.00033198233,0.039659645],"study_design_scores_gemma":[0.00002093325,0.00017632954,0.0014902003,0.0000075103926,0.000013436971,0.000030026848,0.000020375606,0.9644425,0.03300543,0.0004387501,0.0003464175,0.000008112992],"about_ca_topic_score_codex":0.0007676687,"about_ca_topic_score_gemma":0.0010618556,"teacher_disagreement_score":0.0007676687,"about_ca_system_score_codex":0.00011169121,"about_ca_system_score_gemma":0.00013544185,"threshold_uncertainty_score":0.0016607642},"labels":[],"label_agreement":null},{"id":"W2012333544","doi":"10.1115/1.556190","title":"Flow-Induced Vibrations in Power and Process Plant Components—Progress and Prospects","year":2000,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":184,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada); McGill University; McMaster University","funders":"","keywords":"Turbulence; Flow (mathematics); Vibration; Vorticity; Mechanics; Process (computing); Instability; Vortex-induced vibration; Engineering; Power station; Mechanical engineering; Environmental science; Physics; Computer science; Vortex; Electrical engineering; Acoustics","score_opus":0.005021436456623103,"score_gpt":0.21322508147507613,"score_spread":0.20820364501845304,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012333544","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024329389,0.92602575,0.027368985,0.0040222895,0.00047473292,0.000029754285,0.000067966204,0.00016727173,0.01751383],"genre_scores_gemma":[0.15547532,0.8204901,0.013893679,0.0008588036,0.0022689742,0.00006256011,0.0001853024,0.000050194067,0.0067149214],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9996444,0.000073225136,0.000027671313,0.00007477612,0.00012579645,0.000054154138],"domain_scores_gemma":[0.99829084,0.00115401,0.0001094924,0.000054867643,0.00030521047,0.00008553144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025760857,0.0005622253,0.00077826134,0.0011291621,0.00039853418,0.0015466617,0.0010086981,0.0020492403,0.003947099],"category_scores_gemma":[0.0010791391,0.00029102748,0.00037415393,0.0009884457,0.0010860229,0.0030245262,0.0009184582,0.0009171671,0.0010617999],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005329458,0.00043902316,0.0037899616,0.0043837386,0.00004754055,0.00029396577,0.0004823317,0.013668633,0.012804492,0.017573752,0.0046060667,0.9413777],"study_design_scores_gemma":[0.0002668102,0.0054451996,0.030126806,0.009228012,0.00030662227,0.0030801487,0.005136899,0.06570276,0.044529147,0.1434933,0.6921848,0.0004994059],"about_ca_topic_score_codex":0.00075104256,"about_ca_topic_score_gemma":0.0006215806,"teacher_disagreement_score":0.003947099,"about_ca_system_score_codex":0.00041571644,"about_ca_system_score_gemma":0.0007296785,"threshold_uncertainty_score":0.013623774},"labels":[],"label_agreement":null},{"id":"W201451400","doi":"","title":"Mesure de la puissance d'usure d'un tube de générateur de vapeur de réacteur nucléaire en interaction avec une barre anti-vibration","year":2012,"lang":"fr","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Physics; Humanities; Philosophy","score_opus":0.004863226675674798,"score_gpt":0.22254147638396352,"score_spread":0.21767824970828872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W201451400","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77618295,0.0106664905,0.11760168,0.00461055,0.00504007,0.00028511626,0.0009086945,0.0031388958,0.08156555],"genre_scores_gemma":[0.8906474,0.0025170122,0.020806242,0.0004969185,0.00020932977,0.00014685046,0.00040963152,0.00035497826,0.084411606],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994387,0.000068308764,0.000013483608,0.0001394529,0.00026983526,0.000070234164],"domain_scores_gemma":[0.99936396,0.0002778492,0.000080736216,0.00006046909,0.0001559427,0.000060974464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072384835,0.00066525105,0.000433862,0.0006781643,0.0019229,0.0017513894,0.0008512415,0.0015145189,0.013364784],"category_scores_gemma":[0.0017908487,0.00050725444,0.0007647397,0.0003310128,0.0011982254,0.0018770795,0.0009317167,0.0019698143,0.0022001653],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012454068,0.0001264615,0.0032651697,0.0006737355,0.000050590024,0.0012365007,0.0025222627,0.004621605,0.88966274,0.031055221,0.006785006,0.058755264],"study_design_scores_gemma":[0.000054660362,0.0010294266,0.0063532097,0.00013733465,0.00006237411,0.0006830119,0.0010920183,0.02353476,0.8767903,0.003960583,0.08613485,0.00016753018],"about_ca_topic_score_codex":0.0030476945,"about_ca_topic_score_gemma":0.0028557708,"teacher_disagreement_score":0.013364784,"about_ca_system_score_codex":0.00086629874,"about_ca_system_score_gemma":0.0007251322,"threshold_uncertainty_score":0.044709682},"labels":[],"label_agreement":null},{"id":"W2014541200","doi":"10.2514/1.j052496","title":"Damping in Periodic Structures: A Continuum Modeling Approach","year":2014,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Damping matrix; Dissipation; Viscous damping; Thermoelastic damping; Finite element method; Physics; Natural frequency; Mechanics; Compatibility (geochemistry); Lattice (music); Classical mechanics; Mathematical analysis; Structural engineering; Mathematics; Vibration; Stiffness matrix; Materials science; Engineering; Acoustics","score_opus":0.008239598373910103,"score_gpt":0.19885141194324832,"score_spread":0.1906118135693382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014541200","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018383237,0.00020960164,0.97184515,0.000117170326,0.000035835536,0.000022788925,0.0000363712,0.00013356192,0.009216256],"genre_scores_gemma":[0.7273298,0.0012719426,0.25604767,0.00012508861,0.00010792387,0.00025575986,0.00015353403,0.00014873536,0.014559463],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987316,0.000022778715,0.0000053714234,0.000018868934,0.000068981455,0.000010827398],"domain_scores_gemma":[0.9999037,0.000029218312,0.000018137322,0.000019179752,0.000021602971,0.0000082129845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002064217,0.0003473655,0.0003765273,0.00064191205,0.00027926898,0.00059366284,0.00092805416,0.00062620646,0.0015577645],"category_scores_gemma":[0.00041515095,0.00028200826,0.0003982167,0.00033815863,0.00049858744,0.0008343442,0.0005892251,0.00047710535,0.00031727276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017377142,0.000082562205,0.00068467925,0.0000777522,0.000025237412,0.0002639107,0.00015537773,0.8021108,0.030110234,0.13810913,0.0006415303,0.027721394],"study_design_scores_gemma":[0.000002600137,0.000011862686,0.00010179225,0.000005067479,0.0000026686625,0.000037323807,0.000012055519,0.9906521,0.0007484343,0.00702178,0.0014007806,0.00000354717],"about_ca_topic_score_codex":0.0009687154,"about_ca_topic_score_gemma":0.00075582904,"teacher_disagreement_score":0.0015577645,"about_ca_system_score_codex":0.00029214946,"about_ca_system_score_gemma":0.00041042696,"threshold_uncertainty_score":0.005211234},"labels":[],"label_agreement":null},{"id":"W2014630089","doi":"10.1115/imece2013-65458","title":"Stability and Bifurcations in Three-Dimensional Analysis of Axially Moving Beams","year":2013,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Bifurcation; Galerkin method; Mathematical analysis; Phase portrait; Partial differential equation; Mathematics; Axial symmetry; Ordinary differential equation; Phase plane; Bifurcation diagram; Plane (geometry); Discretization; Equations of motion; Differential equation; Physics; Classical mechanics; Geometry","score_opus":0.008254223479805901,"score_gpt":0.2011169204212309,"score_spread":0.192862696941425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014630089","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93418294,0.00015225724,0.062232587,0.000086116284,0.0000066472403,0.000019779467,0.000031170755,0.000075822885,0.0032125537],"genre_scores_gemma":[0.9926312,0.000053261178,0.0067223827,0.000007965428,0.0000018886922,0.000018423782,0.000014014443,0.000007606713,0.0005434093],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999496,0.000011952171,0.000002651021,0.000006165478,0.000021778264,0.0000079185875],"domain_scores_gemma":[0.9998149,0.00009834902,0.000033360913,0.000013612419,0.000029529223,0.000010202166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002733245,0.00015206871,0.00021209092,0.00054457574,0.0003371636,0.00029844858,0.00021996869,0.0003246348,0.00060774916],"category_scores_gemma":[0.0006270335,0.00013586263,0.00020120628,0.0002494365,0.0006365512,0.00023306719,0.00026790853,0.00020789161,0.00008023316],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026973546,0.00010086388,0.01083346,0.00013904939,0.000048870825,0.00044095045,0.0014241238,0.6098162,0.2799941,0.056837834,0.00040836397,0.039686486],"study_design_scores_gemma":[0.000005218035,0.00002032337,0.0017771858,0.0000060239795,0.0000033032554,0.00003388322,0.000043180324,0.9883869,0.0070294994,0.0024759357,0.00021047109,0.000007999784],"about_ca_topic_score_codex":0.0012841149,"about_ca_topic_score_gemma":0.0007860778,"teacher_disagreement_score":0.0012841149,"about_ca_system_score_codex":0.00032930681,"about_ca_system_score_gemma":0.0002559442,"threshold_uncertainty_score":0.0025532842},"labels":[],"label_agreement":null},{"id":"W2015705639","doi":"10.1002/tal.386","title":"On the effect of large deflection on nonlinear behavior of an eccentric bracing system","year":2007,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Bracing; Structural engineering; Concentric; Nonlinear system; Diagonal; Stiffness; Eccentric; Deflection (physics); Engineering; Mathematics; Brace; Physics; Geometry; Classical mechanics","score_opus":0.005836447559020704,"score_gpt":0.22902175950290715,"score_spread":0.22318531194388644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015705639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9637911,0.00006552137,0.030685589,0.00006913179,0.000012274981,0.000011656604,0.000014611193,0.00008856362,0.005261633],"genre_scores_gemma":[0.9989833,0.000018505289,0.0006480999,0.000004377704,0.000001353191,0.0000017568968,0.0000036225256,0.0000053551294,0.00033362122],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999298,0.000022544325,0.0000017906211,0.000009003881,0.000023017796,0.000013835284],"domain_scores_gemma":[0.99958223,0.00026494308,0.000050630075,0.000032200212,0.00004264822,0.000027268996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016763741,0.00020162706,0.0001321425,0.0001466971,0.0002276477,0.00019973845,0.00015278654,0.00020107585,0.0022454092],"category_scores_gemma":[0.0010604928,0.00009890551,0.00009045955,0.00007680939,0.00041449448,0.0001652125,0.0002637556,0.0002214732,0.00016231938],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008921363,0.00013751119,0.011712539,0.0001905605,0.000054443895,0.0022188802,0.0009716042,0.41913173,0.49608013,0.01377896,0.000819644,0.054011803],"study_design_scores_gemma":[0.000012646258,0.0001491321,0.0060734386,0.000009074475,0.000010498764,0.00019141455,0.00009126989,0.973938,0.01802435,0.0010846136,0.00040311588,0.000012381191],"about_ca_topic_score_codex":0.0011068638,"about_ca_topic_score_gemma":0.0011787068,"teacher_disagreement_score":0.0022454092,"about_ca_system_score_codex":0.00012816855,"about_ca_system_score_gemma":0.000107711945,"threshold_uncertainty_score":0.0075116158},"labels":[],"label_agreement":null},{"id":"W2016009905","doi":"10.1016/j.ijnonlinmec.2003.08.001","title":"The stability and flow of a rivulet driven by interfacial shear and gravity","year":2003,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Mechanics; Shear (geology); Aspect ratio (aeronautics); Flow (mathematics); Flux (metallurgy); Range (aeronautics); Stability (learning theory); Shear flow; Instability; Series (stratigraphy); Physics; Mathematics; Materials science; Geology; Computer science","score_opus":0.007967251714630554,"score_gpt":0.23490647261943515,"score_spread":0.2269392209048046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016009905","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.977227,0.00018571231,0.01468106,0.00044893523,0.00009415714,0.000036459645,0.000088686764,0.00014289415,0.007095242],"genre_scores_gemma":[0.99550736,0.00007207109,0.0011149907,0.00003391283,0.000034594497,0.000011073814,0.000055617962,0.000042337062,0.003127998],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999828,0.00003586226,0.0000068684035,0.00005166333,0.000035267196,0.00004231753],"domain_scores_gemma":[0.9996376,0.00010823511,0.00007616206,0.00002180902,0.00007009636,0.000086150794],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031133628,0.00040313092,0.00089132454,0.0010140429,0.0009278454,0.0018745798,0.0008391136,0.0016935009,0.001963852],"category_scores_gemma":[0.0015048577,0.0003528671,0.00057612197,0.00032360057,0.0020142558,0.001239787,0.0012097319,0.00069533975,0.00036007082],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019511105,0.00040728305,0.012740739,0.00018219202,0.00021715982,0.0032841463,0.0010133103,0.5994847,0.27810553,0.08476859,0.0022323912,0.015612859],"study_design_scores_gemma":[0.0000647528,0.00016810645,0.002788433,0.0000052367973,0.000015443353,0.00012759029,0.0001549872,0.9878155,0.0039561614,0.004387875,0.00047083647,0.00004517634],"about_ca_topic_score_codex":0.0030694166,"about_ca_topic_score_gemma":0.0008126527,"teacher_disagreement_score":0.0030694166,"about_ca_system_score_codex":0.00072830514,"about_ca_system_score_gemma":0.00061989325,"threshold_uncertainty_score":0.006569743},"labels":[],"label_agreement":null},{"id":"W2016542982","doi":"10.1115/imece2013-63565","title":"Vibration Control of a Translating Beam With an Active Control Strategy on the Basis of the Fuzzy Sliding Mode Control","year":2013,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Control theory (sociology); Sliding mode control; Nonlinear system; Beam (structure); Fuzzy control system; Variable structure control; Vibration; Vibration control; Nonlinear control; Fuzzy logic; Chaotic; Engineering; Computer science; Control (management); Physics; Structural engineering; Artificial intelligence; Acoustics","score_opus":0.007147487901820579,"score_gpt":0.19606470656018213,"score_spread":0.18891721865836156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016542982","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.100779235,0.00029583875,0.89300877,0.00010999676,0.00008564065,0.00003967591,0.000014047114,0.00016646946,0.005500308],"genre_scores_gemma":[0.9794255,0.0001596312,0.0181024,0.000021620408,0.00002497931,0.000040150782,0.000013661293,0.0000053741906,0.00220669],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993074,0.000011867998,0.0000039144384,0.000013246136,0.00003063979,0.0000095970945],"domain_scores_gemma":[0.99993694,0.000015971744,0.000011292046,0.0000050210665,0.000024466604,0.0000062605923],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014491157,0.00037403122,0.00026063583,0.00015057917,0.00024017687,0.00031109003,0.00043731567,0.0002580652,0.0008458799],"category_scores_gemma":[0.00018148712,0.000111313966,0.0002609643,0.00014528139,0.0003779907,0.00022507209,0.0002485908,0.00026840734,0.00007750322],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035358447,0.00010222669,0.0010436941,0.00029592603,0.000082086946,0.0004063746,0.00035537634,0.44985566,0.29918522,0.040008936,0.0017521813,0.20655876],"study_design_scores_gemma":[0.000024619947,0.00029203875,0.00043375287,0.000006255904,0.000020159996,0.000035310968,0.000016525742,0.9904767,0.006830223,0.0010964345,0.00075925485,0.000008781745],"about_ca_topic_score_codex":0.0024849381,"about_ca_topic_score_gemma":0.0016500972,"teacher_disagreement_score":0.0024849381,"about_ca_system_score_codex":0.00015677234,"about_ca_system_score_gemma":0.00023174896,"threshold_uncertainty_score":0.004940927},"labels":[],"label_agreement":null},{"id":"W2016568632","doi":"10.12989/csm.2012.1.3.235","title":"Internal resonance and nonlinear response of an axially moving beam: two numerical techniques","year":2012,"lang":"en","type":"article","venue":"Coupled systems mechanics an international journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Galerkin method; Axial symmetry; Vibration; Continuation; Beam (structure); Numerical integration; Fourier transform; Ordinary differential equation; Mathematical analysis; Partial differential equation; Resonance (particle physics); Numerical continuation; Physics; Mathematics; Differential equation; Optics; Computer science; Geometry; Acoustics","score_opus":0.010108786721902362,"score_gpt":0.26575149727877184,"score_spread":0.2556427105568695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016568632","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27440155,0.00045556104,0.71212494,0.00025146455,0.000055871864,0.00006537224,0.000035971796,0.0003640096,0.012245252],"genre_scores_gemma":[0.70419836,0.00046397504,0.29065132,0.00004669805,0.000020348152,0.00009767635,0.00003704114,0.00006161017,0.004422991],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983966,0.00004186878,0.0000068231293,0.000018305618,0.0000802604,0.000013174459],"domain_scores_gemma":[0.99965346,0.00017470795,0.000052940413,0.00006131628,0.00004566901,0.000011938268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003916811,0.00036902772,0.000322797,0.00038813194,0.00024970894,0.0003210023,0.0005751917,0.0005480541,0.0010743036],"category_scores_gemma":[0.0012410643,0.00019538219,0.00027245498,0.00025016099,0.00062379305,0.0004463126,0.0004684613,0.0004535468,0.00023320988],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036289156,0.00020952498,0.0026991663,0.00044299706,0.00004629855,0.00049145886,0.00090900896,0.37280348,0.46114147,0.07376043,0.00053979433,0.0865935],"study_design_scores_gemma":[0.00001889164,0.00008552155,0.0005718058,0.000015794149,0.000009578905,0.00017023116,0.000049710794,0.96725446,0.028213086,0.0025294144,0.0010574536,0.000023938459],"about_ca_topic_score_codex":0.0006317529,"about_ca_topic_score_gemma":0.00063246256,"teacher_disagreement_score":0.0010743036,"about_ca_system_score_codex":0.00022950713,"about_ca_system_score_gemma":0.00025514382,"threshold_uncertainty_score":0.0035939217},"labels":[],"label_agreement":null},{"id":"W2016588060","doi":"10.1016/j.jsv.2014.01.002","title":"The beam-mode stability of periodic functionally-graded-material shells conveying fluid","year":2014,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Hunan Provincial Innovation Foundation for Postgraduate; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Shell (structure); Cantilever; Dimensionless quantity; Periodic boundary conditions; Boundary value problem; Beam (structure); Finite element method; Stability (learning theory); Materials science; Mechanics; Material properties; Structural engineering; Normal mode; Stress (linguistics); Spring (device); Instability; Mode (computer interface); Vibration; Composite material; Physics; Engineering; Mathematics; Mathematical analysis; Computer science; Acoustics","score_opus":0.00795812494104548,"score_gpt":0.20807087427861115,"score_spread":0.20011274933756568,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016588060","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96722543,0.000114765244,0.02861678,0.000074153366,0.000017698436,0.000011030032,0.000026108595,0.000037790272,0.0038762798],"genre_scores_gemma":[0.9974138,0.000031995787,0.0011813354,0.0000068473705,0.000004047793,0.000005905207,0.000011370214,0.0000062800914,0.001338525],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993813,0.0000139459335,0.0000021375627,0.00001313646,0.000020262323,0.000012334515],"domain_scores_gemma":[0.99979264,0.00006491631,0.000054291406,0.0000147153005,0.00005018013,0.000023241513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022671175,0.0003093545,0.00017684072,0.00031335017,0.00023776015,0.00046391625,0.0005470174,0.00052203523,0.0014603309],"category_scores_gemma":[0.00083680724,0.00016288544,0.00014184405,0.00010299521,0.0007922318,0.00041572575,0.000463041,0.00016189615,0.00014079257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011627302,0.00016761343,0.006883353,0.00019329794,0.00006318017,0.000687251,0.0006080116,0.30422214,0.57317895,0.08227896,0.0007950431,0.029759446],"study_design_scores_gemma":[0.00004235878,0.00017436419,0.0040581347,0.000012467208,0.000011464997,0.00009916656,0.00015704117,0.9693953,0.02011883,0.0055513936,0.00035485622,0.000024660343],"about_ca_topic_score_codex":0.00084174477,"about_ca_topic_score_gemma":0.00048309052,"teacher_disagreement_score":0.0014603309,"about_ca_system_score_codex":0.00021118669,"about_ca_system_score_gemma":0.0002563298,"threshold_uncertainty_score":0.004885316},"labels":[],"label_agreement":null},{"id":"W2016752956","doi":"10.1115/pvp2006-icpvt-11-93815","title":"Flutter of Long Flexible Cylinders in Axial Flow","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Flutter; Cylinder; Galerkin method; Flow (mathematics); Mechanics; Mathematics; Bending stiffness; Physics; Beam (structure); Finite element method; Geometry; Aerodynamics","score_opus":0.004779788247992228,"score_gpt":0.18972938645068718,"score_spread":0.18494959820269496,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016752956","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9675977,0.00031783205,0.028954798,0.00012429614,0.000021280122,0.00003271703,0.00004331447,0.000052026215,0.002855931],"genre_scores_gemma":[0.9966228,0.00016026848,0.0017009624,0.000017334072,0.000011079088,0.00002265922,0.000028381268,0.000009443031,0.0014271161],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998586,0.00003235273,0.000007663165,0.00002199806,0.00003796924,0.000041374602],"domain_scores_gemma":[0.9995553,0.00020689055,0.00010311251,0.00002474332,0.000052432486,0.00005752138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005001778,0.0005264535,0.0005328338,0.0008152984,0.0007081608,0.0008031685,0.00049093645,0.0011194891,0.00065384206],"category_scores_gemma":[0.0014603935,0.00022814942,0.0005134967,0.00027015983,0.001883852,0.0004539339,0.00086960604,0.00040129316,0.00011009125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050703477,0.00007914709,0.0046558045,0.00016069948,0.00006856321,0.0020249404,0.0007696278,0.86304337,0.10209277,0.015731996,0.00024989658,0.010616154],"study_design_scores_gemma":[0.000017595306,0.00013356864,0.0014971631,0.00001572322,0.0000137612415,0.00010967448,0.00009823097,0.99149394,0.0043352596,0.0020469541,0.00021396809,0.000024243067],"about_ca_topic_score_codex":0.0049784915,"about_ca_topic_score_gemma":0.0016614761,"teacher_disagreement_score":0.0049784915,"about_ca_system_score_codex":0.00047062786,"about_ca_system_score_gemma":0.00036196617,"threshold_uncertainty_score":0.00989902},"labels":[],"label_agreement":null},{"id":"W2017228535","doi":"10.1115/pvp2009-77804","title":"Dynamic Interaction Between a Straight Tube and an Anti-Vibration Bar","year":2009,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Vibration; Fretting; Bar (unit); Tube (container); Materials science; Structural engineering; Tilt (camera); Work (physics); Span (engineering); Plane (geometry); Mechanics; Engineering; Mechanical engineering; Composite material; Acoustics; Physics","score_opus":0.006640863983039129,"score_gpt":0.2416846974083457,"score_spread":0.23504383342530658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017228535","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99278957,0.0000580737,0.0063483343,0.000023231882,0.000011826956,0.000006232713,0.000014597074,0.00006084481,0.00068728224],"genre_scores_gemma":[0.99844676,0.000017280845,0.001055808,0.0000062745203,0.0000031924674,0.0000037825175,0.000013897578,0.000005002951,0.00044806092],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998,0.000032555843,0.000007874571,0.000042463576,0.0000721483,0.00004498846],"domain_scores_gemma":[0.99953115,0.00020236305,0.000088507266,0.00004324769,0.000060098988,0.00007468955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015678923,0.00028294764,0.0003922324,0.00028105485,0.0003254113,0.00037160236,0.0004959877,0.0005533904,0.0016840028],"category_scores_gemma":[0.00066249946,0.00025547342,0.0001853556,0.00009609289,0.00051871565,0.00036628038,0.00047933264,0.00019996427,0.00031233876],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00066574174,0.00010464416,0.0053106593,0.00007067558,0.000034202105,0.0016749054,0.00024488088,0.025524419,0.95170635,0.0007583254,0.00017311348,0.013732116],"study_design_scores_gemma":[0.00005704217,0.0022440432,0.04344314,0.000031104842,0.00007234169,0.0016147112,0.00047689548,0.5353213,0.41269007,0.0008348396,0.003133443,0.00008108966],"about_ca_topic_score_codex":0.00041588888,"about_ca_topic_score_gemma":0.0005095437,"teacher_disagreement_score":0.0016840028,"about_ca_system_score_codex":0.00016912202,"about_ca_system_score_gemma":0.0001516466,"threshold_uncertainty_score":0.0056335926},"labels":[],"label_agreement":null},{"id":"W2017492666","doi":"10.1115/imece2011-63411","title":"Natural Frequency Improvement of a Suspended FGM Bridge","year":2011,"lang":"en","type":"article","venue":"Volume 8: Mechanics of Solids, Structures and Fluids; Vibration, Acoustics and Wave Propagation","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Vibration; Natural frequency; Materials science; Bridge (graph theory); Galerkin method; Suspension (topology); Structural engineering; Functionally graded material; Ceramic; Material properties; Composite number; Composite material; Acoustics; Engineering; Finite element method; Physics; Mathematics","score_opus":0.010411115478116002,"score_gpt":0.1931776439827518,"score_spread":0.18276652850463582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017492666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9252198,0.0002644664,0.06855085,0.00006030046,0.0000483783,0.000018124449,0.000028516262,0.00015046984,0.005659126],"genre_scores_gemma":[0.98526347,0.00006133656,0.013161743,0.000013678809,0.000007599216,0.000008890095,0.000035971767,0.000008210209,0.0014391989],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999336,0.0000072761513,0.0000025638628,0.000011406683,0.000036015972,0.000009058038],"domain_scores_gemma":[0.99993193,0.000013041301,0.000016292968,0.000009181294,0.000021223243,0.000008258647],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000113064554,0.0002476115,0.00012678768,0.00019703072,0.000106497704,0.00015255682,0.0002323802,0.00030451833,0.0009604109],"category_scores_gemma":[0.00017091271,0.000057343394,0.00017923275,0.000069436435,0.00012851403,0.00017790451,0.0001663665,0.00014585743,0.00024087446],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058428268,0.000030009365,0.0005308134,0.00004237055,0.0000065450254,0.00008456418,0.000044926386,0.003814965,0.9783627,0.0009022919,0.000121872785,0.016000547],"study_design_scores_gemma":[0.000041320694,0.0019300806,0.011576327,0.00002646654,0.00005562015,0.00049014256,0.0000906106,0.13790841,0.83691865,0.00095672795,0.009982244,0.000023519384],"about_ca_topic_score_codex":0.00016299452,"about_ca_topic_score_gemma":0.0003364373,"teacher_disagreement_score":0.0009604109,"about_ca_system_score_codex":0.000109732384,"about_ca_system_score_gemma":0.000074785945,"threshold_uncertainty_score":0.0032128692},"labels":[],"label_agreement":null},{"id":"W2017811987","doi":"10.1016/j.jsv.2009.09.023","title":"Hybrid finite element method applied to supersonic flutter of an empty or partially liquid-filled truncated conical shell","year":2009,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flutter; Finite element method; Aeroelasticity; Conical surface; Shell (structure); Supersonic speed; Boundary value problem; Curvature; Mechanics; Aerodynamics; Structural engineering; Aerodynamic force; Physics; Geometry; Engineering; Mathematical analysis; Mathematics; Mechanical engineering","score_opus":0.013984063919435304,"score_gpt":0.26574914783851217,"score_spread":0.25176508391907687,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017811987","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18528385,0.00020774953,0.80197245,0.00020507163,0.00016962734,0.00010078239,0.00009839041,0.00042582615,0.011536216],"genre_scores_gemma":[0.91163003,0.0001508066,0.07985936,0.00008179672,0.000030470961,0.00013921126,0.00008904933,0.00009805558,0.007921212],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998796,0.000035323046,0.000007264866,0.000016679092,0.0000427986,0.000018348577],"domain_scores_gemma":[0.9997009,0.00014090135,0.000027765107,0.000023942803,0.00007744665,0.000029055294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040726704,0.00043203146,0.00092002423,0.0004457501,0.00052650843,0.000628056,0.0010604459,0.0016482876,0.0031195323],"category_scores_gemma":[0.0007347063,0.00040738433,0.000644207,0.00032623293,0.0007212372,0.00048439568,0.0006907195,0.0004822961,0.00033318886],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017053385,0.0000843014,0.0008122741,0.000091573245,0.00003860475,0.00025132703,0.00012257746,0.9606942,0.015378348,0.004593128,0.00031795114,0.017445154],"study_design_scores_gemma":[0.000006084999,0.000013247366,0.00005197625,0.0000030602985,0.0000022625625,0.000012001898,0.000012046919,0.99914837,0.00046111885,0.0001588448,0.0001274273,0.000003467508],"about_ca_topic_score_codex":0.004960263,"about_ca_topic_score_gemma":0.0037303874,"teacher_disagreement_score":0.004960263,"about_ca_system_score_codex":0.0003109548,"about_ca_system_score_gemma":0.00068980746,"threshold_uncertainty_score":0.010435879},"labels":[],"label_agreement":null},{"id":"W2018752470","doi":"10.1016/j.jsv.2008.12.020","title":"The dynamics of variants of two-dimensional cantilevered flexible plates in axial flow","year":2009,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cantilever; Dynamics (music); Flow (mathematics); Mechanics; Structural engineering; Mathematics; Geometry; Physics; Engineering; Acoustics","score_opus":0.0072318597608488815,"score_gpt":0.22376494136038008,"score_spread":0.2165330815995312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018752470","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9631207,0.00018617023,0.030917086,0.00014895324,0.00006473835,0.000020131483,0.000038586168,0.00004221549,0.0054613953],"genre_scores_gemma":[0.99647695,0.000054762833,0.0019679351,0.000008927059,0.00000958161,0.0000067033216,0.000015150229,0.000010038158,0.0014499294],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999043,0.000018235325,0.000005053183,0.00001976668,0.000028931952,0.000023730649],"domain_scores_gemma":[0.9996171,0.00010576864,0.00007323592,0.00003347218,0.000056561472,0.00011379569],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027733203,0.00036240087,0.00033478218,0.00042652836,0.0005190213,0.001220547,0.0007844787,0.0007152157,0.0019536726],"category_scores_gemma":[0.0009754322,0.00028793723,0.00039160362,0.00025334954,0.0017075635,0.0008551539,0.0009252077,0.00048360816,0.00017638621],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010117741,0.00028335582,0.013270791,0.000133348,0.00014336253,0.002994483,0.0015143092,0.58586997,0.14451593,0.22150035,0.0012256339,0.027536761],"study_design_scores_gemma":[0.000032659937,0.0001700072,0.006606814,0.000012178235,0.0000140813745,0.0003248634,0.0003405867,0.97782177,0.0025215934,0.011598289,0.0005105297,0.00004654631],"about_ca_topic_score_codex":0.0015671991,"about_ca_topic_score_gemma":0.0008208792,"teacher_disagreement_score":0.0019536726,"about_ca_system_score_codex":0.0003419733,"about_ca_system_score_gemma":0.00029263174,"threshold_uncertainty_score":0.0065356493},"labels":[],"label_agreement":null},{"id":"W2019886566","doi":"10.1115/fedsm-icnmm2010-30808","title":"Wind Tunnel Studies on the Galloping of Lightly-Iced Transmission Lines","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Wind tunnel; Aerodynamics; Lift (data mining); Drag; Angle of attack; Wind speed; Mechanics; Lift-to-drag ratio; Rotational speed; Conductor; Rotation (mathematics); Electric power transmission; Structural engineering; Acoustics; Marine engineering; Engineering; Physics; Meteorology; Materials science; Electrical engineering; Computer science; Mechanical engineering; Mathematics; Geometry","score_opus":0.017316069380366318,"score_gpt":0.244164625693502,"score_spread":0.2268485563131357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019886566","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99947745,0.000012796443,0.00038218248,0.0000035429946,0.0000023429939,0.000013069043,0.000018735187,0.000006183979,0.00008359223],"genre_scores_gemma":[0.9989467,0.000028539318,0.0006520927,0.000006022218,0.0000018399389,0.000010598796,0.000064054635,0.0000044255394,0.00028577712],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998006,0.00003767614,0.000014336286,0.000032139036,0.000047996666,0.00006723182],"domain_scores_gemma":[0.9991892,0.00028836215,0.00012954991,0.000103511025,0.00012827222,0.00016103369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052818225,0.00039265346,0.00048600356,0.00033094498,0.00047296038,0.00031334002,0.00029730325,0.00042888863,0.000866733],"category_scores_gemma":[0.00075044844,0.00020433286,0.00040078125,0.0001288328,0.0005703233,0.00025454903,0.00046887214,0.00045225138,0.00012509369],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016836748,0.0007428866,0.010800566,0.00015935725,0.00005134066,0.0009541042,0.0009225134,0.017424032,0.9611845,0.00019816488,0.00013885555,0.0057400716],"study_design_scores_gemma":[0.0003272894,0.038159497,0.16977237,0.00013467345,0.00012276725,0.0011368763,0.0028149516,0.09173782,0.6934254,0.00041740242,0.0017819143,0.0001690542],"about_ca_topic_score_codex":0.0010541822,"about_ca_topic_score_gemma":0.0014371065,"teacher_disagreement_score":0.0010541822,"about_ca_system_score_codex":0.00013692076,"about_ca_system_score_gemma":0.00015524816,"threshold_uncertainty_score":0.0028995275},"labels":[],"label_agreement":null},{"id":"W2020223059","doi":"10.1177/1077546313486282","title":"Global dynamics of an axially moving buckled beam","year":2013,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Galerkin method; Axial symmetry; Bifurcation; Pitchfork bifurcation; Mathematics; Nonlinear system; Equations of motion; Buckling; Beam (structure); Discretization; Ordinary differential equation; Mathematical analysis; Classical mechanics; Bifurcation diagram; Differential equation; Physics; Geometry","score_opus":0.002312549282539815,"score_gpt":0.1875294391861243,"score_spread":0.18521688990358448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020223059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9768694,0.000064946675,0.017224016,0.000053322892,0.000008693274,0.000015570351,0.000051357543,0.00007747964,0.0056350715],"genre_scores_gemma":[0.9958943,0.00003668679,0.0014482125,0.000012314662,0.0000023990372,0.000011527299,0.000046933907,0.000011487047,0.0025360568],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999558,0.000005251403,0.0000018517518,0.000010949646,0.000014291057,0.000011852313],"domain_scores_gemma":[0.9999244,0.000013592556,0.000019784768,0.000008079293,0.000017162376,0.000016894106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009769509,0.0002525691,0.0002450557,0.00033869874,0.00036255553,0.00043515532,0.00033129475,0.00035300016,0.0022626282],"category_scores_gemma":[0.00018830359,0.00013786994,0.00016996151,0.00012994802,0.00048679684,0.00031495548,0.00056809816,0.00023555565,0.00018061652],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034619626,0.00011882142,0.0097017735,0.00013375502,0.000088406756,0.0015477908,0.0013094632,0.47385857,0.46369767,0.020724818,0.0007827092,0.027690124],"study_design_scores_gemma":[0.000014541577,0.0002610707,0.007563511,0.000011673994,0.000014846043,0.00014018622,0.00023901486,0.97524124,0.013386847,0.002293217,0.00080946257,0.000024320994],"about_ca_topic_score_codex":0.0018251983,"about_ca_topic_score_gemma":0.0012993836,"teacher_disagreement_score":0.0022626282,"about_ca_system_score_codex":0.0002850167,"about_ca_system_score_gemma":0.00023833688,"threshold_uncertainty_score":0.0075692534},"labels":[],"label_agreement":null},{"id":"W2020522728","doi":"10.1016/j.jcsr.2013.11.007","title":"Numerical modelling of dissipative pin devices for brace-column connections","year":2013,"lang":"en","type":"article","venue":"Journal of Constructional Steel Research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Brace; OpenSees; Structural engineering; Dissipative system; Dissipation; Connection (principal bundle); Hysteresis; Column (typography); Displacement (psychology); Engineering; Ductility (Earth science); Finite element method; Materials science; Creep; Physics","score_opus":0.06685513757466452,"score_gpt":0.32918329338737196,"score_spread":0.2623281558127074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020522728","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41623715,0.0013876796,0.49857405,0.00044347745,0.0002100126,0.00017771362,0.0003102385,0.0006543205,0.08200539],"genre_scores_gemma":[0.9836078,0.00023715968,0.006857585,0.000018528064,0.000007863703,0.000047266978,0.000039508563,0.000027388578,0.009156903],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983585,0.000044889824,0.0000073787155,0.000022771676,0.000058116853,0.000030967432],"domain_scores_gemma":[0.9997416,0.00011982375,0.000035592184,0.00003238425,0.000051841573,0.000018644625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024588284,0.0005886879,0.00065764616,0.00046895482,0.000580863,0.0011656882,0.0013004254,0.0016196009,0.0054238173],"category_scores_gemma":[0.0010153459,0.0004874873,0.0003851299,0.00051264063,0.000885232,0.0007568698,0.00049967313,0.00041783546,0.0006998976],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043027194,0.00002579708,0.00025024085,0.000060475235,0.000008881813,0.000110972236,0.0000704774,0.9855677,0.0046061855,0.0050313384,0.0002284365,0.0039965557],"study_design_scores_gemma":[0.0000069589405,0.00003630149,0.00021120434,0.000008782096,0.000004650887,0.000029297003,0.000028404405,0.99714524,0.0010601518,0.00060736074,0.0008544612,0.000007310824],"about_ca_topic_score_codex":0.0031775665,"about_ca_topic_score_gemma":0.0034191862,"teacher_disagreement_score":0.0054238173,"about_ca_system_score_codex":0.00066102267,"about_ca_system_score_gemma":0.0006175452,"threshold_uncertainty_score":0.018144488},"labels":[],"label_agreement":null},{"id":"W2020554250","doi":"10.1177/1077546304032993","title":"Sensitivity Analysis of the Frequency Response of a Piecewise Linear System in a Frequency Island","year":2004,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Piecewise linear function; Frequency response; Displacement (psychology); Harmonic; Amplitude; Vibration; Control theory (sociology); Sensitivity (control systems); Piecewise; Isolator; Mechanics; Physics; Mathematics; Acoustics; Mathematical analysis; Engineering; Computer science; Optics; Electronic engineering","score_opus":0.004013187488694429,"score_gpt":0.19933903420233318,"score_spread":0.19532584671363876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020554250","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64114684,0.00041796855,0.35126108,0.00027733616,0.000041268697,0.00015006827,0.00025113724,0.0004964683,0.005957813],"genre_scores_gemma":[0.9965035,0.00006437358,0.0028822476,0.000014705491,0.0000036400272,0.000022941835,0.000034425328,0.0000115000375,0.00046255055],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99943787,0.00020250631,0.000020173826,0.0000980204,0.00013982567,0.00010161199],"domain_scores_gemma":[0.9950117,0.004278665,0.00026266387,0.00016981948,0.0002301028,0.000047110152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013450064,0.000673652,0.00049046986,0.00071858667,0.00030445275,0.0006561286,0.00033209258,0.0007574337,0.0017923692],"category_scores_gemma":[0.005627671,0.00027175635,0.0006546832,0.0002886191,0.000568861,0.00047511328,0.00049956597,0.00063997443,0.00009991945],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019102645,0.000045293513,0.0026404662,0.00013737616,0.00011594442,0.00034478083,0.00009271601,0.9671053,0.020157073,0.002074806,0.00015257373,0.006942562],"study_design_scores_gemma":[0.0000048043626,0.00011218802,0.0019573816,0.0000071902396,0.000027543298,0.00007618691,0.00004308741,0.99318814,0.003618969,0.0008081021,0.00014129758,0.000015152245],"about_ca_topic_score_codex":0.004827167,"about_ca_topic_score_gemma":0.0012865529,"teacher_disagreement_score":0.004827167,"about_ca_system_score_codex":0.00072652946,"about_ca_system_score_gemma":0.00035962363,"threshold_uncertainty_score":0.009598136},"labels":[],"label_agreement":null},{"id":"W2022666566","doi":"10.1016/j.jsv.2012.01.038","title":"Comments on “Natural frequencies of a uniform cantilever with a tip mass slender in the axial direction”","year":2012,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Cantilever; Natural (archaeology); Natural frequency; Structural engineering; Acoustics; Physics; Geometry; Materials science; Mathematics; Engineering; Geology; Vibration","score_opus":0.011102188062328263,"score_gpt":0.21878178362203973,"score_spread":0.20767959555971147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2022666566","genre_codex":"commentary","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":"commentary","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0015655573,0.0017421877,0.001877748,0.8968601,0.09050602,0.000042740117,0.00022675033,0.00018621104,0.006992584],"genre_scores_gemma":[0.010258815,0.0009287244,0.00089881965,0.92333794,0.048179198,0.00007804494,0.000088656736,0.00009559331,0.016134242],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99456185,0.00073634845,0.0007397058,0.0010516382,0.0021554953,0.0007550102],"domain_scores_gemma":[0.9778072,0.009945997,0.0018143847,0.0006531256,0.008688962,0.0010902802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0046228035,0.0012313694,0.0011257655,0.0009592862,0.005560227,0.0026989523,0.0039671846,0.038226884,0.009039843],"category_scores_gemma":[0.037638556,0.0011829699,0.0019022315,0.0007928934,0.003952194,0.0038599537,0.0029352226,0.02650715,0.008355775],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009755729,0.00002218076,0.0005045156,0.00011205498,0.00002167178,0.00063726644,0.0005367934,0.00017958033,0.0009218028,0.0030545094,0.9900237,0.0038883644],"study_design_scores_gemma":[0.000059544207,0.00007683505,0.0045763,0.00032678372,0.000055847588,0.0007149125,0.00096069556,0.0005646701,0.0016983454,0.0059930063,0.9848333,0.00013973507],"about_ca_topic_score_codex":0.025613362,"about_ca_topic_score_gemma":0.026301954,"teacher_disagreement_score":0.038226884,"about_ca_system_score_codex":0.003746116,"about_ca_system_score_gemma":0.0035735266,"threshold_uncertainty_score":0.050928533},"labels":[],"label_agreement":null},{"id":"W2023221781","doi":"10.1680/eacm.2011.164.3.171","title":"Improving damage resistance of a composite pole using a computer experiment strategy","year":2011,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Composite number; Structural engineering; Power transmission; Minimax; Power (physics); Computer science; Materials science; Composite material; Engineering; Mathematics; Mathematical optimization","score_opus":0.010374895294961285,"score_gpt":0.18794422866751775,"score_spread":0.17756933337255648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023221781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88881665,0.000054566604,0.10852423,0.0000576097,0.00000945411,0.00005683257,0.00002836789,0.00026438714,0.002188005],"genre_scores_gemma":[0.969799,0.000017915263,0.02979901,0.000004806952,0.000001351403,0.000031736054,0.000016288996,0.000009868362,0.00032002886],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998784,0.000033989632,0.0000060103903,0.000026871554,0.000037277052,0.000017450086],"domain_scores_gemma":[0.9991217,0.000525217,0.00009379114,0.00009873053,0.0001301457,0.000030358015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004907521,0.0003303807,0.00034698637,0.00032066277,0.00018351052,0.00031846526,0.00034305805,0.0003679496,0.0012527931],"category_scores_gemma":[0.0013004271,0.00016340736,0.00017773411,0.00017590736,0.00035471725,0.00030118035,0.00020376434,0.00021394446,0.000091049595],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010585337,0.0004460888,0.003802658,0.00017966046,0.000029319062,0.00012978191,0.0002045818,0.66582257,0.27771744,0.0019624894,0.00018095203,0.048465934],"study_design_scores_gemma":[0.00003824537,0.00072758354,0.0012524535,0.000003845238,0.00001255855,0.000043020933,0.00002162395,0.94260406,0.054778203,0.00022196499,0.00028561,0.0000108208],"about_ca_topic_score_codex":0.000760651,"about_ca_topic_score_gemma":0.0009628792,"teacher_disagreement_score":0.0012527931,"about_ca_system_score_codex":0.00022192343,"about_ca_system_score_gemma":0.0002995281,"threshold_uncertainty_score":0.004191041},"labels":[],"label_agreement":null},{"id":"W2023249808","doi":"10.1115/imece2002-32211","title":"A Cantilever Conveying Fluid: Coherent Modes Versus Beam Modes","year":2002,"lang":"en","type":"article","venue":"5th International Symposium on Fluid Structure Interaction, Aeroelasticity, and Flow Induced Vibration and Noise","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cantilever; Galerkin method; Eigenvalues and eigenvectors; Eigenfunction; Discretization; Mathematics; Beam (structure); Mathematical analysis; Projection (relational algebra); Projection method; Physics; Finite element method; Mathematical optimization; Optics; Dykstra's projection algorithm; Algorithm; Engineering; Structural engineering","score_opus":0.02013198586132626,"score_gpt":0.24224084726502168,"score_spread":0.22210886140369543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023249808","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.041010916,0.00023732026,0.9562408,0.000084507774,0.000028763485,0.00004416788,0.000021591744,0.000103789826,0.0022281762],"genre_scores_gemma":[0.43857712,0.0005880207,0.55684936,0.000047354104,0.000023892526,0.00013899044,0.000053219617,0.00006484933,0.0036571675],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982697,0.000030175932,0.000006536224,0.000020197853,0.000106426036,0.000009755464],"domain_scores_gemma":[0.9997904,0.00010737892,0.000025602205,0.000021609198,0.000045336546,0.000009798032],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043249005,0.0005108777,0.00026843318,0.0003843342,0.00028120147,0.000441478,0.0004397172,0.0004934408,0.0014502364],"category_scores_gemma":[0.0010590239,0.00024560728,0.00029810818,0.00024969774,0.00074640266,0.0007453536,0.0005421927,0.00048924185,0.0002105897],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010592211,0.00007134465,0.0014579626,0.00034335555,0.000024090683,0.00031051852,0.00043203423,0.13319021,0.46800396,0.30413646,0.00079584104,0.091128305],"study_design_scores_gemma":[0.000018533394,0.00013928616,0.0005607256,0.000028118458,0.000009923891,0.00018222923,0.00006748021,0.91927,0.046870586,0.02876045,0.004056353,0.000036449943],"about_ca_topic_score_codex":0.0004353518,"about_ca_topic_score_gemma":0.0005339505,"teacher_disagreement_score":0.0014502364,"about_ca_system_score_codex":0.00023060742,"about_ca_system_score_gemma":0.0005013145,"threshold_uncertainty_score":0.00485152},"labels":[],"label_agreement":null},{"id":"W2023426684","doi":"10.1061/(asce)be.1943-5592.0000562","title":"Impact of Damper Stiffness and Damper Support Stiffness on the Efficiency of a Linear Viscous Damper in Controlling Stay Cable Vibrations","year":2013,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Damper; Stiffness; Structural engineering; Vibration; Modal; Tuned mass damper; Damping torque; Damping ratio; Engineering; Vibration control; Materials science; Physics; Composite material; Voltage; Acoustics","score_opus":0.008234722579903563,"score_gpt":0.2283887807518052,"score_spread":0.22015405817190162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023426684","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.65811217,0.0007453629,0.33743036,0.00007493988,0.00001334166,0.000034169538,0.000058934187,0.00034532297,0.003185361],"genre_scores_gemma":[0.98604196,0.0001689278,0.013433515,0.000008023801,0.0000020240927,0.00001667717,0.000011748366,0.000014566576,0.00030258694],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995498,0.00010741904,0.00004315736,0.00008947438,0.00017114007,0.000039033777],"domain_scores_gemma":[0.99785596,0.0015830685,0.00028123395,0.00014704575,0.00010436784,0.000028337578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000905928,0.00044444372,0.00038140515,0.00037920248,0.00018143973,0.00057979574,0.00044692654,0.0005490873,0.0009814369],"category_scores_gemma":[0.0034457503,0.00026217382,0.00028823467,0.00016828906,0.0003954334,0.0008068441,0.0004802567,0.00034930604,0.00024391749],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083278335,0.00011355839,0.003732666,0.0007228175,0.000044010943,0.0002752387,0.00039876185,0.33868563,0.57671505,0.0033774108,0.00014604247,0.07495594],"study_design_scores_gemma":[0.000041020056,0.001001937,0.005273913,0.00004830902,0.00006596249,0.00027816146,0.00010163964,0.7907111,0.20060766,0.0007770977,0.0010406529,0.00005256592],"about_ca_topic_score_codex":0.00043452985,"about_ca_topic_score_gemma":0.00060789654,"teacher_disagreement_score":0.0009814369,"about_ca_system_score_codex":0.00016955943,"about_ca_system_score_gemma":0.00025860587,"threshold_uncertainty_score":0.004791081},"labels":[],"label_agreement":null},{"id":"W2024044489","doi":"10.1016/j.jsv.2005.10.023","title":"Exact solutions for the free in-plane vibration of rectangular plates with two opposite edges simply supported","year":2006,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Vibration; Eigenvalues and eigenvectors; Exact solutions in general relativity; Enhanced Data Rates for GSM Evolution; Simple (philosophy); Mathematics; Boundary value problem; Normal mode; Plane (geometry); Mathematical analysis; Transverse plane; Geometry; Vibration of plates; Plate theory; Type (biology); Physics; Structural engineering; Acoustics; Engineering; Quantum mechanics","score_opus":0.009928110198394974,"score_gpt":0.21770137969418502,"score_spread":0.20777326949579003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024044489","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55218285,0.002031055,0.3835019,0.001066413,0.00043091745,0.00012896124,0.00027832526,0.00021835543,0.060161304],"genre_scores_gemma":[0.9417887,0.00054222444,0.038198963,0.00013723447,0.00009122957,0.000084888015,0.00011161405,0.00008113878,0.01896395],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998318,0.000034256125,0.000009833468,0.000018618959,0.0000650305,0.000040302108],"domain_scores_gemma":[0.9995241,0.0002344968,0.00006633003,0.00003067928,0.00009003684,0.000054230775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006017599,0.00091019867,0.00056689646,0.00092833804,0.00046204298,0.0011435759,0.0011811069,0.002153372,0.00697982],"category_scores_gemma":[0.0029947034,0.000456587,0.0005028716,0.00054135046,0.0015221237,0.001346953,0.0013135481,0.0009258735,0.00063204655],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005233235,0.00023924504,0.0017784719,0.00068239955,0.00009284339,0.0011735742,0.0010691596,0.4652162,0.024115084,0.45597592,0.00297717,0.046156604],"study_design_scores_gemma":[0.00013585007,0.000080451515,0.0010437486,0.00006626559,0.00002520039,0.00024033395,0.00055335165,0.90432614,0.001938558,0.090092905,0.001447188,0.00005009264],"about_ca_topic_score_codex":0.0015997102,"about_ca_topic_score_gemma":0.0014953342,"teacher_disagreement_score":0.00697982,"about_ca_system_score_codex":0.0005890266,"about_ca_system_score_gemma":0.00059145375,"threshold_uncertainty_score":0.023349822},"labels":[],"label_agreement":null},{"id":"W2025417619","doi":"10.1115/pvp2006-icpvt-11-93817","title":"A Numerical Investigation on the Dynamics of Two-Dimensional Cantilevered Flexible Plates in Axial Flow","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flutter; Inviscid flow; Mechanics; Choked flow; Boundary value problem; Equations of motion; Drag; Lift (data mining); Vibration; Flow (mathematics); Potential flow; Nonlinear system; Flow velocity; Vortex-induced vibration; Fluid dynamics; Physics; Vortex; Aerodynamics; Classical mechanics; Mathematics; Mathematical analysis; Acoustics; Supersonic speed; Computer science","score_opus":0.009828663093583153,"score_gpt":0.19912416238590389,"score_spread":0.18929549929232073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025417619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9383559,0.00033363997,0.051793914,0.00036205087,0.00005683951,0.00008147827,0.00014622403,0.0001435359,0.008726412],"genre_scores_gemma":[0.9792332,0.00017347813,0.01805572,0.000035661298,0.0000138076,0.000055889064,0.00007667419,0.0000150934075,0.0023404656],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991333,0.000021304693,0.0000043074087,0.000012828655,0.000027575687,0.000020723888],"domain_scores_gemma":[0.99946207,0.0003431536,0.000060217033,0.00003148956,0.000054915152,0.00004818543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036766773,0.00038302073,0.00048801317,0.00040324542,0.0008079458,0.0005060722,0.0005145577,0.001244032,0.0016649488],"category_scores_gemma":[0.0012833409,0.0002203772,0.00038665862,0.00039343585,0.0010818766,0.0004372002,0.0004054321,0.0005015294,0.00011789311],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011283691,0.000116476265,0.0040011774,0.00012544103,0.000021109308,0.0004445017,0.00017818667,0.9708543,0.014922811,0.004007534,0.00026536928,0.0049503027],"study_design_scores_gemma":[0.0000084382755,0.000046662597,0.0005356321,0.0000048570937,0.0000028957706,0.000032787684,0.000028442131,0.9982687,0.00072037906,0.00021542705,0.00013048516,0.000005306096],"about_ca_topic_score_codex":0.005050714,"about_ca_topic_score_gemma":0.0028336355,"teacher_disagreement_score":0.005050714,"about_ca_system_score_codex":0.00035883154,"about_ca_system_score_gemma":0.00051191135,"threshold_uncertainty_score":0.010042667},"labels":[],"label_agreement":null},{"id":"W2025860404","doi":"10.1016/j.apm.2009.12.019","title":"Non-linear parametric vibration and stability analysis for two dynamic models of axially moving Timoshenko beams","year":2009,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":109,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; McGill University","funders":"","keywords":"Axial symmetry; Mathematics; Timoshenko beam theory; Vibration; Mathematical analysis; Parametric statistics; Displacement (psychology); Partial differential equation; Stability (learning theory); Transverse plane; Beam (structure); Differential equation; Equations of motion; Physics; Classical mechanics; Geometry; Structural engineering; Computer science; Engineering","score_opus":0.01954267343758163,"score_gpt":0.24190715481871036,"score_spread":0.22236448138112874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025860404","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.50055814,0.00043010473,0.48703074,0.00035577043,0.00004242132,0.000053956348,0.00006226581,0.00012927061,0.011337281],"genre_scores_gemma":[0.99293643,0.0000851381,0.0038741694,0.000013995855,0.00000824472,0.000037149024,0.000017631713,0.000010275351,0.0030169226],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99984455,0.000048231694,0.000006658656,0.000023410945,0.00005399144,0.000023066506],"domain_scores_gemma":[0.99967563,0.00017499614,0.0000621133,0.000021119327,0.00004830271,0.000017930168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045978688,0.0005472338,0.00044600744,0.00034009133,0.0004575381,0.0005760048,0.0005982108,0.0008728789,0.0016895996],"category_scores_gemma":[0.0010655985,0.00027777767,0.00058718835,0.00016606713,0.0008477084,0.00053368445,0.00063048856,0.00045556074,0.00018805385],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013330702,0.00006757772,0.0007021897,0.0000954727,0.00003752188,0.00014919916,0.00031560738,0.9423327,0.018687679,0.027184017,0.00025644974,0.010038288],"study_design_scores_gemma":[0.0000036681765,0.000023584344,0.00023105089,0.000001979518,0.000004594895,0.000012474696,0.000016680766,0.9980934,0.0005337954,0.00096944004,0.00010445144,0.000004826659],"about_ca_topic_score_codex":0.0026899073,"about_ca_topic_score_gemma":0.001741704,"teacher_disagreement_score":0.0026899073,"about_ca_system_score_codex":0.00036014977,"about_ca_system_score_gemma":0.00039258087,"threshold_uncertainty_score":0.0056523085},"labels":[],"label_agreement":null},{"id":"W2026248776","doi":"10.1115/pvp2014-28327","title":"Vibration Analysis of Curved Pipes Conveying Fluid","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"China Scholarship Council; Harbin Engineering University","keywords":"Curvature; Vibration; Mechanics; Fluid–structure interaction; Fluid dynamics; Centrifugal force; Natural frequency; Physics; Finite element method; Frequency domain; Acoustics; Flow (mathematics); Geometry; Mathematical analysis; Mathematics","score_opus":0.0064281504955314775,"score_gpt":0.19928415051824724,"score_spread":0.19285600002271577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026248776","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6519516,0.00026362846,0.3452652,0.00010161912,0.000017700688,0.000024596848,0.000036706246,0.00019601708,0.002142948],"genre_scores_gemma":[0.9904102,0.00007578645,0.008397737,0.0000064943106,0.0000037944753,0.000011239776,0.000023283139,0.000008530074,0.001062943],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999075,0.00002224273,0.0000035444787,0.000017421713,0.00003807931,0.000011266447],"domain_scores_gemma":[0.99987113,0.00006250126,0.000019960493,0.000008316051,0.00003130192,0.000006780408],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019211446,0.00023502106,0.000204035,0.00033036055,0.00013454723,0.00015191115,0.00019504955,0.00034002552,0.00067020906],"category_scores_gemma":[0.00043081655,0.000117610834,0.00026873228,0.000149707,0.00030387478,0.0002182687,0.0001986691,0.00015049364,0.00009590669],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002713716,0.00004679809,0.0046291007,0.00015081951,0.00004255886,0.0005470847,0.00046034282,0.5753082,0.36038476,0.0070536914,0.00040879866,0.050696425],"study_design_scores_gemma":[0.000006045891,0.00006605379,0.0023560436,0.0000036957263,0.00000438251,0.000055146178,0.00004403174,0.9909128,0.005533903,0.0007343237,0.00027244157,0.000011150149],"about_ca_topic_score_codex":0.001428592,"about_ca_topic_score_gemma":0.00077984715,"teacher_disagreement_score":0.001428592,"about_ca_system_score_codex":0.000227245,"about_ca_system_score_gemma":0.00023845371,"threshold_uncertainty_score":0.0028405786},"labels":[],"label_agreement":null},{"id":"W2026281081","doi":"10.1109/redec.2014.7038562","title":"Computation of electromagnetic forces in a hydroelectric generator","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; École de Technologie Supérieure","funders":"","keywords":"Generator (circuit theory); Hydroelectricity; Vibration; Hydropower; Work (physics); Eccentricity (behavior); Finite element method; Noise (video); Computation; Engineering; Computer science; Mechanical engineering; Structural engineering; Electrical engineering; Physics; Acoustics; Power (physics)","score_opus":0.0026030924418691424,"score_gpt":0.17858945677967977,"score_spread":0.17598636433781062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026281081","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36078063,0.00043903926,0.6158948,0.0005309587,0.000119862394,0.00011120157,0.00019340945,0.00048158047,0.021448564],"genre_scores_gemma":[0.95454127,0.00021453203,0.036475647,0.00005515568,0.00003876274,0.00007809438,0.00007248612,0.00007198804,0.008452008],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991536,0.000022355722,0.0000036660967,0.000014754503,0.000030713833,0.00001302479],"domain_scores_gemma":[0.9997861,0.00012551693,0.000029474972,0.000008970911,0.000025936268,0.000023986076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017570386,0.00042260194,0.00048790127,0.0004132113,0.00042953304,0.00068884075,0.0005018909,0.0011524771,0.0024855777],"category_scores_gemma":[0.00088946195,0.00037480742,0.00033124798,0.00026263716,0.00060765847,0.000500629,0.00053503236,0.00040910544,0.0002968654],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041067477,0.00003446813,0.0009614369,0.000044134325,0.00001268586,0.00027236788,0.00006325406,0.9813207,0.005937015,0.0044343867,0.0003009196,0.0065776394],"study_design_scores_gemma":[0.0000049971163,0.0000145636095,0.00020681988,0.0000029837806,0.0000014550636,0.0000233931,0.000013351784,0.9986118,0.00025174333,0.00057793723,0.00028777588,0.0000031240304],"about_ca_topic_score_codex":0.003473738,"about_ca_topic_score_gemma":0.0020592217,"teacher_disagreement_score":0.003473738,"about_ca_system_score_codex":0.0003253912,"about_ca_system_score_gemma":0.00054319366,"threshold_uncertainty_score":0.008315086},"labels":[],"label_agreement":null},{"id":"W2026444041","doi":"10.1088/1755-1315/15/6/062004","title":"CFD methodology for desynchronized guide vane torque prediction and validation with experimental data","year":2012,"lang":"en","type":"article","venue":"IOP Conference Series Earth and Environmental Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Andritz (Canada); TransCanada (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Computational fluid dynamics; Torque; Distributor; Turbine; Computation; Range (aeronautics); Mechanical engineering; Computer science; Torque converter; Marine engineering; Simulation; Engineering; Aerospace engineering; Physics","score_opus":0.04162791891367616,"score_gpt":0.26077484975962373,"score_spread":0.21914693084594755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026444041","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.045940846,0.00008317217,0.94820356,0.000055710858,0.00004633981,0.00013493224,0.00030270597,0.0010628422,0.004169929],"genre_scores_gemma":[0.6930762,0.0002069502,0.3026473,0.000026683894,0.000018656023,0.00045745051,0.00050113274,0.00023615033,0.002829409],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997577,0.000028035964,0.000015169814,0.00004140038,0.00013580345,0.00002193618],"domain_scores_gemma":[0.99951637,0.00019269559,0.00004458294,0.00007065225,0.00015845477,0.000017218674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003452874,0.0005373153,0.0004984216,0.00058997975,0.00057156896,0.00058926665,0.000953029,0.00064439146,0.0023497124],"category_scores_gemma":[0.0012203482,0.00034813947,0.0003212564,0.000487161,0.0004024413,0.0005133577,0.00040141464,0.00053293747,0.00065829325],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000449023,0.000064839754,0.0018989936,0.0000847016,0.000012212528,0.00012338733,0.00013251195,0.922373,0.025006326,0.0037451982,0.0008083756,0.045705535],"study_design_scores_gemma":[0.000011055525,0.00001970242,0.00035993103,0.000007809461,0.0000024784651,0.000019720655,0.000017586899,0.98948544,0.0075611495,0.00047650386,0.0020283111,0.000010318138],"about_ca_topic_score_codex":0.007745404,"about_ca_topic_score_gemma":0.005408885,"teacher_disagreement_score":0.007745404,"about_ca_system_score_codex":0.0006450711,"about_ca_system_score_gemma":0.0014334372,"threshold_uncertainty_score":0.015400648},"labels":[],"label_agreement":null},{"id":"W2026562287","doi":"10.1016/j.automatica.2004.03.021","title":"Nonlinear tension observers for web machines","year":2004,"lang":"en","type":"article","venue":"Automatica","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Nonlinear system; Tension (geology); Estimator; Control theory (sociology); Computer science; Observer (physics); Measure (data warehouse); Control engineering; Engineering; Mathematics; Artificial intelligence; Data mining; Statistics; Compression (physics)","score_opus":0.009271769435401549,"score_gpt":0.22340443462369106,"score_spread":0.2141326651882895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026562287","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.059302434,0.00030511434,0.9328583,0.00020041244,0.00011192034,0.000021156762,0.000024018376,0.00024175877,0.0069348495],"genre_scores_gemma":[0.9648082,0.00021155742,0.022749892,0.000059249258,0.000050084524,0.00005784022,0.000046418914,0.000036844947,0.011980019],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998522,0.00003386721,0.0000070487613,0.00003182055,0.000052116637,0.000023031249],"domain_scores_gemma":[0.9995578,0.00014820835,0.0000857944,0.000049799248,0.0001302749,0.000028121876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029125842,0.00032969855,0.00041647343,0.00023652134,0.00021970269,0.00056686817,0.00051253435,0.00076011044,0.002414245],"category_scores_gemma":[0.0014194788,0.00018466954,0.00020271327,0.00014997034,0.000449111,0.0008915238,0.000878573,0.00078434416,0.00042951546],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007855427,0.00017988968,0.0011980209,0.00037893065,0.000061262814,0.0002755335,0.00044370722,0.5230182,0.09947608,0.118785255,0.005854185,0.2495434],"study_design_scores_gemma":[0.000012744643,0.000041772655,0.00023208061,0.0000064719025,0.0000042652014,0.000014519362,0.000019521825,0.9871181,0.0016547644,0.009974393,0.00091492076,0.000006346029],"about_ca_topic_score_codex":0.0013183898,"about_ca_topic_score_gemma":0.0012158105,"teacher_disagreement_score":0.002414245,"about_ca_system_score_codex":0.00036497068,"about_ca_system_score_gemma":0.0001873528,"threshold_uncertainty_score":0.008076489},"labels":[],"label_agreement":null},{"id":"W2026881714","doi":"10.1016/j.jsv.2012.10.025","title":"A nonlinear model for a towed flexible cylinder","year":2012,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Inviscid flow; Cylinder; Equations of motion; Nonlinear system; Galerkin method; Classical mechanics; Eigenfunction; Discretization; Mechanics; Bernoulli's principle; Physics; Added mass; Work (physics); Mathematics; Geometry; Mathematical analysis; Vibration; Eigenvalues and eigenvectors","score_opus":0.024391896395309053,"score_gpt":0.2614430439937377,"score_spread":0.23705114759842863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026881714","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14061211,0.0008531092,0.820511,0.0010802412,0.000272215,0.000110278575,0.00060600083,0.00054279,0.035412163],"genre_scores_gemma":[0.9493047,0.0006436005,0.012044585,0.00010522926,0.00005623295,0.000121478355,0.000251376,0.00006027969,0.037412565],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986637,0.000021088854,0.000007736125,0.000040419247,0.000047658814,0.000016659636],"domain_scores_gemma":[0.9998223,0.00005164599,0.000039779166,0.000016814653,0.000052078864,0.000017340866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018335067,0.0007124959,0.0006726669,0.00044834916,0.0005927029,0.0008224318,0.0012843772,0.0024657277,0.0029745656],"category_scores_gemma":[0.0005426826,0.00045488362,0.00067317515,0.0004225699,0.00076597667,0.0010364881,0.0010602615,0.0007735688,0.00073948066],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003070475,0.00001686179,0.00034180252,0.00007783952,0.000018829047,0.00025432892,0.00007467059,0.9819582,0.0064832475,0.0057732807,0.0002755204,0.0046948097],"study_design_scores_gemma":[0.0000059901845,0.00002100128,0.00017841489,0.000004981956,0.000007034521,0.00003395101,0.000012944067,0.9980111,0.0003093671,0.00080431433,0.0006018656,0.000009000027],"about_ca_topic_score_codex":0.014121955,"about_ca_topic_score_gemma":0.0071137287,"teacher_disagreement_score":0.014121955,"about_ca_system_score_codex":0.0005080795,"about_ca_system_score_gemma":0.0008207463,"threshold_uncertainty_score":0.02807951},"labels":[],"label_agreement":null},{"id":"W2027519996","doi":"10.1115/1.4023795","title":"Preliminary Assessment of the Importance of Platform–Tendon Coupling in a Tension Leg Platform","year":2013,"lang":"en","type":"article","venue":"Journal of Offshore Mechanics and Arctic Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Tendon; Coupling (piping); Tension (geology); Sensitivity (control systems); Generality; Spring (device); Structural engineering; Dynamics (music); Set (abstract data type); Drag; Computer science; Simulation; Control theory (sociology); Engineering; Mechanics; Mechanical engineering; Acoustics; Physics; Electronic engineering; Classical mechanics; Anatomy","score_opus":0.009185280852400226,"score_gpt":0.2120244344980215,"score_spread":0.20283915364562127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027519996","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9805118,0.000048409125,0.017429963,0.00004049655,0.000012000305,0.00003095626,0.00004115009,0.0001048709,0.001780261],"genre_scores_gemma":[0.9982382,0.000018197026,0.0014177394,0.0000048870443,0.0000012727647,0.000007606897,0.000021416834,0.000005789219,0.00028477018],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999736,0.00006750791,0.000014388529,0.000041045747,0.00008645863,0.000054549793],"domain_scores_gemma":[0.9983827,0.0010172813,0.00011603173,0.00015200087,0.00023284591,0.00009921437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063642254,0.0004564727,0.0003429956,0.00038912985,0.0003249525,0.0003981886,0.00046867193,0.0006565959,0.0014226252],"category_scores_gemma":[0.002616058,0.00015492283,0.00028715646,0.0001798235,0.00034795134,0.00049524766,0.00062919554,0.00038382725,0.00022729396],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017409711,0.00044806776,0.012417404,0.00032531985,0.00007331905,0.00077656715,0.000442589,0.7302988,0.22542733,0.0011013208,0.00035159616,0.026596718],"study_design_scores_gemma":[0.000035536203,0.0024736333,0.0074029854,0.000018081028,0.000034355213,0.000119543685,0.00018044018,0.9365063,0.052441142,0.00032022473,0.00044241655,0.000025363226],"about_ca_topic_score_codex":0.0022609786,"about_ca_topic_score_gemma":0.0016548723,"teacher_disagreement_score":0.0022609786,"about_ca_system_score_codex":0.0002605193,"about_ca_system_score_gemma":0.00024485672,"threshold_uncertainty_score":0.004759133},"labels":[],"label_agreement":null},{"id":"W2028100667","doi":"10.1115/fedsm-icnmm2010-30331","title":"Coupled Fluid-Structure Model for Duckbill Valve Flow","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mechanics; Finite element method; Flow (mathematics); Fluid–structure interaction; Hyperelastic material; Materials science; Shell (structure); Boundary value problem; Fluid dynamics; Structural engineering; Engineering; Mechanical engineering; Physics","score_opus":0.005621976779350042,"score_gpt":0.20414859313688075,"score_spread":0.19852661635753072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028100667","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16224772,0.00095354277,0.77405655,0.00065744045,0.0002573565,0.0002766409,0.00085682556,0.0007263946,0.059967462],"genre_scores_gemma":[0.90992296,0.00058144325,0.037279677,0.00017243637,0.000058315025,0.00049031817,0.0004948517,0.00017788258,0.050822087],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975306,0.00004975419,0.000008643064,0.000059862617,0.00008870295,0.000039931594],"domain_scores_gemma":[0.99981374,0.00007164164,0.000034915145,0.000013768988,0.000039063598,0.000026825319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027653415,0.00078432093,0.00093354593,0.0006373528,0.0007633767,0.0011291982,0.0016787738,0.0024699806,0.00420405],"category_scores_gemma":[0.0007084392,0.0004946181,0.00073515484,0.0004514199,0.001142769,0.000838893,0.001167177,0.0008482165,0.00056633673],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024206154,0.000032433516,0.00027279495,0.000028162016,0.000009249759,0.00010665335,0.000059863178,0.9796234,0.0040234975,0.013787894,0.00022100289,0.0018108924],"study_design_scores_gemma":[0.00000770839,0.000009856069,0.0000640837,0.0000021229023,0.0000019439312,0.000014912068,0.0000059122963,0.99818087,0.00023405394,0.00080469897,0.00066866126,0.000005110726],"about_ca_topic_score_codex":0.015740095,"about_ca_topic_score_gemma":0.006397416,"teacher_disagreement_score":0.015740095,"about_ca_system_score_codex":0.0013413485,"about_ca_system_score_gemma":0.0015671746,"threshold_uncertainty_score":0.03129697},"labels":[],"label_agreement":null},{"id":"W2029089148","doi":"10.1115/1.1760563","title":"Vibration Analysis of Non-Classically Damped Linear Systems","year":2004,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BC Innovation Council","funders":"National Science Foundation","keywords":"Vibration; Transformation (genetics); Term (time); Meaning (existential); Mechanical system; Linear system; Computer science; Control theory (sociology); Mathematics; Mathematical analysis; Physics; Acoustics; Artificial intelligence; Epistemology; Philosophy","score_opus":0.006641583223291502,"score_gpt":0.22547257072044138,"score_spread":0.21883098749714988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029089148","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026219904,0.00062326004,0.97009325,0.000053835854,0.000057705358,0.000017401504,0.000022383812,0.0002287521,0.0026833909],"genre_scores_gemma":[0.793027,0.0011024635,0.19031538,0.0000810034,0.00016704628,0.00009205345,0.000115432485,0.00008124045,0.015018389],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997826,0.000041998643,0.000008911159,0.00003890045,0.00011250852,0.000014989709],"domain_scores_gemma":[0.99988055,0.00005921559,0.000014580974,0.000010862736,0.000028988852,0.000005790493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002236636,0.00034948057,0.0003245333,0.00037023463,0.00015783262,0.00030290033,0.00049144163,0.00030639875,0.0020366383],"category_scores_gemma":[0.00039108435,0.00011120427,0.00025335993,0.00017338105,0.00043362012,0.0004764246,0.00030404376,0.00035109767,0.00023508561],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024011981,0.00008096029,0.001277088,0.00084566884,0.00016691812,0.00044686583,0.00050392485,0.25196964,0.3461885,0.16371176,0.0018137307,0.23275492],"study_design_scores_gemma":[0.000013992729,0.0001373918,0.0014984175,0.000016310802,0.000017183012,0.00014643872,0.000048137204,0.94971526,0.014902096,0.029112523,0.004366013,0.000026224685],"about_ca_topic_score_codex":0.00037608552,"about_ca_topic_score_gemma":0.00035086097,"teacher_disagreement_score":0.0020366383,"about_ca_system_score_codex":0.0002050765,"about_ca_system_score_gemma":0.00017705584,"threshold_uncertainty_score":0.006813228},"labels":[],"label_agreement":null},{"id":"W2030098251","doi":"10.1016/j.jsv.2012.01.027","title":"Multi-pulse chaotic dynamics in non-planar motion of parametrically excited viscoelastic moving belt","year":2012,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Homoclinic orbit; Multiple-scale analysis; Nonlinear system; Mathematical analysis; Pulse (music); Chaotic; Mathematics; Galerkin method; Classical mechanics; Physics; Viscoelasticity; Equations of motion; Bifurcation","score_opus":0.010219415680084614,"score_gpt":0.2304103214838289,"score_spread":0.22019090580374429,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030098251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98094857,0.000080843965,0.016584435,0.00007266079,0.000015907208,0.000006878109,0.0000147962,0.000027597185,0.002248251],"genre_scores_gemma":[0.9992799,0.000015870726,0.0003592847,0.000002827268,0.0000037153952,0.0000013642665,0.000005330129,0.0000022719535,0.00032946418],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999654,0.0000062845857,0.0000015489727,0.00000804781,0.0000106250145,0.000008086833],"domain_scores_gemma":[0.9998548,0.000049600298,0.000035066078,0.000012219326,0.000020492345,0.000027754264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008567667,0.00017877243,0.00019304376,0.0003279577,0.00022372269,0.00025321502,0.0002791005,0.00037200836,0.0009228095],"category_scores_gemma":[0.00053970335,0.00013769021,0.00015823935,0.00018038953,0.0003999528,0.0005945717,0.00036107367,0.00022175717,0.00006345723],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013754105,0.00028152662,0.019663217,0.00027729472,0.00018976074,0.006163468,0.0016341256,0.53975934,0.33791378,0.051870137,0.0011173326,0.039754663],"study_design_scores_gemma":[0.000010266903,0.00008295442,0.0079713445,0.000005449025,0.000011392519,0.0002490747,0.000085169166,0.9860182,0.0029570246,0.0024105124,0.00018349667,0.00001507158],"about_ca_topic_score_codex":0.0003040655,"about_ca_topic_score_gemma":0.000196718,"teacher_disagreement_score":0.0009228095,"about_ca_system_score_codex":0.0001298893,"about_ca_system_score_gemma":0.00006707043,"threshold_uncertainty_score":0.0030870438},"labels":[],"label_agreement":null},{"id":"W2030424763","doi":"10.5539/mas.v3n10p42","title":"Flutter Solution by Use of Eigenvalues and Eigenvectors of a Complex General Matrix","year":2009,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Eigenvalues and eigenvectors; Flutter; Defective matrix; Matrix differential equation; Eigenvalues and eigenvectors of the second derivative; Eigenvalue perturbation; Modal matrix; Matrix (chemical analysis); Mathematics; Mathematical analysis; Spectrum of a matrix; Applied mathematics; Diagonalizable matrix; Symmetric matrix; Physics; Materials science; Quantum mechanics; Aerodynamics; Mechanics","score_opus":0.017179804419504164,"score_gpt":0.23316801501341572,"score_spread":0.21598821059391154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030424763","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0045218836,0.00016719477,0.9903065,0.0000827031,0.000060393493,0.000029099934,0.000025411638,0.00014117706,0.004665724],"genre_scores_gemma":[0.26534447,0.0015718141,0.7113221,0.00015411236,0.00010629155,0.00021501318,0.00020564928,0.00032543766,0.02075516],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999808,0.000040649087,0.000013274329,0.000047055477,0.000075317235,0.000015741332],"domain_scores_gemma":[0.99982977,0.000060180046,0.000020191343,0.000026231985,0.000056561796,0.00000698125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042244242,0.0007638388,0.0005553338,0.00053712504,0.0005191806,0.0007182447,0.00053444086,0.0006610772,0.004100297],"category_scores_gemma":[0.0012209952,0.0002699688,0.00065150665,0.00052227086,0.00075430144,0.0012787556,0.00067621813,0.0008068883,0.0010131742],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000084595,0.00007471651,0.0014538845,0.00063641055,0.000090837544,0.0005587399,0.00063708005,0.21315682,0.11149845,0.47799972,0.00660024,0.18720852],"study_design_scores_gemma":[0.000020126045,0.00007482234,0.00063268264,0.000049064303,0.000022404913,0.00058773183,0.0001841587,0.85702723,0.014476278,0.10879157,0.018081399,0.000052573345],"about_ca_topic_score_codex":0.001193621,"about_ca_topic_score_gemma":0.0014186153,"teacher_disagreement_score":0.004100297,"about_ca_system_score_codex":0.00021975717,"about_ca_system_score_gemma":0.0007216219,"threshold_uncertainty_score":0.013716817},"labels":[],"label_agreement":null},{"id":"W2030920772","doi":"10.1016/j.ijsolstr.2005.03.053","title":"Elastodynamic analysis of low tension cables using a new curved beam element","year":2005,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Beam (structure); Displacement (psychology); Finite element method; Structural engineering; Tension (geology); Nonlinear system; Bending; Mechanics; Engineering; Physics; Classical mechanics","score_opus":0.007199118462087072,"score_gpt":0.2495170118003458,"score_spread":0.24231789333825873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030920772","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.118703835,0.000068945774,0.87495935,0.000085616404,0.000029688354,0.00004551235,0.00005670795,0.00031243052,0.005737871],"genre_scores_gemma":[0.79055667,0.000164901,0.20015939,0.000049348677,0.000022218981,0.00013495046,0.000095579104,0.0001216957,0.008695165],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998398,0.000046241526,0.0000062054364,0.000021943251,0.000068879366,0.000016895498],"domain_scores_gemma":[0.99974793,0.000113112124,0.00002830161,0.000036809895,0.000057128316,0.000016769862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027328645,0.0004169478,0.00034528214,0.00037239832,0.00022750578,0.00039354124,0.0009537089,0.0011499467,0.0026026939],"category_scores_gemma":[0.0005716019,0.00028667256,0.00043446457,0.00035868943,0.00053449086,0.0004980113,0.00052892667,0.00043953024,0.0005469689],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011612947,0.00010976699,0.0013242755,0.00005441083,0.000022650962,0.0001836947,0.00015894663,0.85039407,0.10614069,0.012112625,0.00048284576,0.028899891],"study_design_scores_gemma":[0.0000050340154,0.000035354115,0.00023686053,0.0000026523453,0.000002898107,0.000021181148,0.000010778808,0.9957867,0.0030272212,0.00038344067,0.00048192346,0.0000060298257],"about_ca_topic_score_codex":0.0010545478,"about_ca_topic_score_gemma":0.001549073,"teacher_disagreement_score":0.0026026939,"about_ca_system_score_codex":0.00027007304,"about_ca_system_score_gemma":0.00040663398,"threshold_uncertainty_score":0.008706868},"labels":[],"label_agreement":null},{"id":"W2031079285","doi":"10.1006/jsvi.2002.5161","title":"DYNAMICS BEHAVIOR OF AXISYMMETRIC AND BEAM-LIKE ANISOTROPIC CYLINDRICAL SHELLS CONVEYING FLUID","year":2002,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal; JDSU (Canada)","funders":"","keywords":"Mechanics; Isotropy; Added mass; Curvilinear coordinates; Shell (structure); Rotational symmetry; Finite element method; Fluid dynamics; Physics; Vibration; Classical mechanics; Anisotropy; Beam (structure); Equations of motion; Stiffness; Materials science; Geometry; Mathematics; Thermodynamics; Optics","score_opus":0.01201555481858205,"score_gpt":0.2147955830350587,"score_spread":0.20278002821647664,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031079285","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9891728,0.000109330635,0.0072535216,0.000064078085,0.000010897862,0.000011281649,0.000036167785,0.00004466432,0.0032972249],"genre_scores_gemma":[0.99818265,0.00004876286,0.0006804748,0.0000043562195,0.00000262789,0.0000042678744,0.000022672055,0.000007256002,0.0010469945],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999943,0.000011711913,0.0000022595927,0.000013676091,0.00001715075,0.000012177441],"domain_scores_gemma":[0.9997936,0.00005373294,0.000055411067,0.000011800048,0.000054671105,0.000030716154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013011182,0.00027809752,0.0002436648,0.00040871525,0.00035397915,0.00054776686,0.00029224556,0.00037400133,0.0013916801],"category_scores_gemma":[0.0006670032,0.00018804398,0.00015131511,0.00018638636,0.0005663486,0.00043688336,0.00028676575,0.00014041757,0.00013933734],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011417906,0.00019337569,0.012850153,0.00012708263,0.000048898277,0.001035493,0.0010922232,0.5538229,0.3818303,0.024562664,0.0011031074,0.02219203],"study_design_scores_gemma":[0.000027251579,0.00012279906,0.005455033,0.000005447884,0.0000064554456,0.000099967074,0.00014544194,0.98129994,0.011428341,0.00094638846,0.00043816873,0.000024893336],"about_ca_topic_score_codex":0.0021280432,"about_ca_topic_score_gemma":0.0008309064,"teacher_disagreement_score":0.0021280432,"about_ca_system_score_codex":0.0003007531,"about_ca_system_score_gemma":0.00025935005,"threshold_uncertainty_score":0.004655659},"labels":[],"label_agreement":null},{"id":"W2031466979","doi":"10.1115/detc2012-70144","title":"Free Vibration Analysis of a Beam Under Axial Load Carrying a Mass-Spring-Mass","year":2012,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto","funders":"","keywords":"Spring (device); Vibration; Beam (structure); Finite element method; Natural frequency; Normal mode; Span (engineering); Structural engineering; Mechanics; Added mass; Hamilton's principle; Tension (geology); Parametric statistics; Physics; Position (finance); Classical mechanics; Mathematics; Engineering; Acoustics","score_opus":0.009902413643330612,"score_gpt":0.21513642648467365,"score_spread":0.20523401284134304,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031466979","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91915554,0.00018716877,0.07763523,0.000048361213,0.000017741926,0.000019117046,0.000058021065,0.000057075245,0.002821645],"genre_scores_gemma":[0.9945793,0.00009849663,0.003737402,0.0000105884355,0.0000058138703,0.000013885053,0.000030173169,0.0000072752987,0.0015169816],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990547,0.00001846188,0.000003481784,0.000013376657,0.000047036283,0.000012202536],"domain_scores_gemma":[0.9998265,0.000098706754,0.000022605202,0.000012810304,0.000030685656,0.000008728015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022803938,0.00025316773,0.0002603249,0.000288533,0.00018354676,0.00017591307,0.00023317343,0.0003572527,0.0015079115],"category_scores_gemma":[0.00033191594,0.00008805076,0.00022098591,0.00010484148,0.0003557013,0.00019031839,0.00015626028,0.00012696069,0.00017465804],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007738339,0.00008209393,0.006243716,0.00022285672,0.000088887195,0.00070963596,0.0005951012,0.1056969,0.8346901,0.0040742536,0.00031148217,0.04651116],"study_design_scores_gemma":[0.000039756545,0.0008584724,0.04393955,0.000032832624,0.00006933645,0.0003510307,0.0003086604,0.85315734,0.09785174,0.0020675813,0.0012818153,0.000041911542],"about_ca_topic_score_codex":0.00065218814,"about_ca_topic_score_gemma":0.00057479634,"teacher_disagreement_score":0.0015079115,"about_ca_system_score_codex":0.00009146966,"about_ca_system_score_gemma":0.000107975,"threshold_uncertainty_score":0.0050444603},"labels":[],"label_agreement":null},{"id":"W2031728567","doi":"10.1115/pvp2014-28442","title":"Crack Growth Prediction and Leakage Potential of Steam Generator Tubes Subjected to Flow Induced Vibrations","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Safety Commission; University of Guelph","funders":"Canadian Nuclear Safety Commission","keywords":"Boiler (water heating); Leakage (economics); Vibration; Mechanics; Vortex-induced vibration; Turbulence; Structural engineering; Pressurized water reactor; Materials science; Finite element method; Monte Carlo method; Leak; Engineering; Nuclear engineering; Physics; Acoustics","score_opus":0.0043258770628690065,"score_gpt":0.17736973970717007,"score_spread":0.17304386264430108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031728567","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99145925,0.000057663485,0.007635071,0.000023268245,0.000003721549,0.000010815241,0.00005793098,0.00006145416,0.0006908989],"genre_scores_gemma":[0.9988422,0.000020452604,0.00085172395,0.000001853069,7.5387555e-7,0.000004315028,0.000030968662,0.00000533244,0.0002425822],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999181,0.00002004831,0.0000047254694,0.000015356365,0.000023933188,0.000017747121],"domain_scores_gemma":[0.9992623,0.00043650865,0.000107600536,0.00003449868,0.00012003101,0.00003902701],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029626905,0.00033739913,0.00030346485,0.0004610979,0.00019573684,0.00032355954,0.00031949952,0.0008934899,0.0007389773],"category_scores_gemma":[0.001239744,0.00025476314,0.0004138456,0.00017235614,0.0003329342,0.00031421948,0.00023880614,0.0002779745,0.00011239765],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001275661,0.00005005838,0.0070882943,0.000030675368,0.000007927965,0.00014611894,0.00003512705,0.97187984,0.016959244,0.00022101944,0.00008252697,0.0033716084],"study_design_scores_gemma":[0.0000022770362,0.000038982373,0.0011115894,0.0000017369726,0.0000021602261,0.000009281678,0.0000068115637,0.99668103,0.0021023217,0.000026132844,0.00001514218,0.0000025626935],"about_ca_topic_score_codex":0.0049834847,"about_ca_topic_score_gemma":0.0032917839,"teacher_disagreement_score":0.0049834847,"about_ca_system_score_codex":0.0003355449,"about_ca_system_score_gemma":0.00029955833,"threshold_uncertainty_score":0.009908974},"labels":[],"label_agreement":null},{"id":"W2031994669","doi":"10.1016/j.ijsolstr.2004.07.001","title":"Fluid-induced vibration of composite natural gas pipelines","year":2004,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pipeline transport; Materials science; Composite number; Structural engineering; Finite element method; Vibration; Natural gas; Pipeline (software); Composite material; Engineering; Mechanical engineering; Acoustics; Physics","score_opus":0.00582941240406049,"score_gpt":0.23838838638969317,"score_spread":0.2325589739856327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031994669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9881165,0.00004718593,0.010145603,0.000039412353,0.00001782101,0.0000074057853,0.000021620133,0.000055510824,0.0015490281],"genre_scores_gemma":[0.99905664,0.000011168192,0.00044159708,0.0000030910844,0.0000030213575,0.0000020999325,0.000011245871,0.0000050820577,0.0004661829],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999075,0.000014569677,0.0000023116042,0.000018559258,0.00003584801,0.000021219386],"domain_scores_gemma":[0.9998776,0.000049018832,0.000019502102,0.000006801104,0.000024951798,0.00002210858],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001379178,0.00019569167,0.00019588639,0.00024948455,0.00019411133,0.00020149598,0.00023910642,0.00028629726,0.0014544728],"category_scores_gemma":[0.0004702922,0.00012620688,0.00013425374,0.00013073401,0.000488834,0.00030090625,0.00029792835,0.00023028487,0.00009821603],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022948347,0.00015703579,0.004090012,0.00012333345,0.000027523614,0.0009352595,0.0003544938,0.08025091,0.88841915,0.0036591378,0.0004181808,0.019270148],"study_design_scores_gemma":[0.0001496281,0.0008881416,0.0382218,0.000017010598,0.000025726644,0.00053734414,0.00034521066,0.8513222,0.10478856,0.0021493714,0.0015013155,0.000053764812],"about_ca_topic_score_codex":0.0005466317,"about_ca_topic_score_gemma":0.0003415354,"teacher_disagreement_score":0.0014544728,"about_ca_system_score_codex":0.00020488302,"about_ca_system_score_gemma":0.00016540702,"threshold_uncertainty_score":0.004865706},"labels":[],"label_agreement":null},{"id":"W2032317827","doi":"10.1115/1.4006854","title":"Fluidelastic Instability Modeling of Loosely Supported Multispan U-Tubes in Nuclear Steam Generators","year":2012,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; University of Guelph","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Instability; Fretting; Vibration; Structural engineering; Mechanics; Boiler (water heating); Turbulence; Bundle; Vortex-induced vibration; Excitation; Finite element method; Engineering; Tube (container); Materials science; Mechanical engineering; Physics; Composite material","score_opus":0.009085361122524905,"score_gpt":0.21826672220671914,"score_spread":0.20918136108419425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032317827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88331896,0.00032391076,0.11072524,0.0001124637,0.000027248161,0.000044878332,0.00006184829,0.0001731436,0.0052122176],"genre_scores_gemma":[0.99623847,0.00008847293,0.0023534407,0.000009073011,0.0000039550127,0.000020988426,0.000019685049,0.00000989428,0.0012561162],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998888,0.000037822356,0.0000063655384,0.000017737482,0.000031408446,0.000017848271],"domain_scores_gemma":[0.9998281,0.00007264938,0.000044839635,0.000009592358,0.000027267797,0.000017533082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001969971,0.00046995856,0.00044748606,0.00041983317,0.00037734807,0.00055639877,0.00060694653,0.0010338929,0.00056101946],"category_scores_gemma":[0.00055767485,0.00028665015,0.0005359542,0.00024180042,0.00068853097,0.00035829144,0.0003788233,0.00030959526,0.00010917639],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022796092,0.000016165004,0.0008341625,0.000010191445,0.0000047922667,0.00010844264,0.000032205422,0.9933461,0.003979423,0.00041793333,0.00003182096,0.0011959693],"study_design_scores_gemma":[0.0000011186795,0.000010715297,0.0001730825,0.000001239071,0.0000010066125,0.000005204683,0.0000060255215,0.9994795,0.00024374257,0.000042904296,0.000033738455,0.0000017776043],"about_ca_topic_score_codex":0.009876246,"about_ca_topic_score_gemma":0.0041793,"teacher_disagreement_score":0.009876246,"about_ca_system_score_codex":0.00051434414,"about_ca_system_score_gemma":0.0005234463,"threshold_uncertainty_score":0.019637525},"labels":[],"label_agreement":null},{"id":"W2032568107","doi":"10.1016/j.cnsns.2014.03.034","title":"Control of an extending nonlinear elastic cable with an active vibration control strategy","year":2014,"lang":"en","type":"article","venue":"Communications in Nonlinear Science and Numerical Simulation","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Galerkin method; Nonlinear system; Vibration; Control theory (sociology); Vibration control; Computer science; Active vibration control; Control (management); Physics; Acoustics","score_opus":0.014708764288941528,"score_gpt":0.2888595974808402,"score_spread":0.2741508331918987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032568107","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3146326,0.00019263427,0.67477995,0.00024842247,0.0001405406,0.00004352682,0.00003065185,0.00019473053,0.009736954],"genre_scores_gemma":[0.9910296,0.000050593422,0.005592427,0.000019324145,0.000019693274,0.0000191903,0.000009047298,0.000007668646,0.0032524073],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992085,0.000017700891,0.000003766973,0.000023154535,0.000019260497,0.000015189894],"domain_scores_gemma":[0.99978024,0.00006060706,0.00005267938,0.000014657275,0.000057686513,0.00003409791],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002588291,0.000663704,0.00029771085,0.0002335107,0.00035326142,0.0004279122,0.00056499935,0.00048245795,0.0014543509],"category_scores_gemma":[0.00034397386,0.000116432144,0.00023596633,0.0002406268,0.00047680395,0.00042938074,0.0007193225,0.00032617757,0.00012281715],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005268116,0.00014106062,0.00080223137,0.00026217522,0.00005302415,0.00043778084,0.00017529982,0.80498666,0.122750714,0.012441091,0.00083930977,0.056583785],"study_design_scores_gemma":[0.000019683008,0.00024532288,0.0002721642,0.0000059837503,0.000012438365,0.00002765489,0.000016928425,0.9949921,0.0032508636,0.00080094766,0.00034843545,0.000007576855],"about_ca_topic_score_codex":0.0018142728,"about_ca_topic_score_gemma":0.0017071742,"teacher_disagreement_score":0.0018142728,"about_ca_system_score_codex":0.00024461103,"about_ca_system_score_gemma":0.00023268528,"threshold_uncertainty_score":0.0048652887},"labels":[],"label_agreement":null},{"id":"W2032675769","doi":"10.1016/j.jsv.2011.08.008","title":"Experiments and simulations for large-amplitude vibrations of rectangular plates carrying concentrated masses","year":2011,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Vibration; Laser Doppler vibrometer; Nonlinear system; Mechanics; Deflection (physics); Discretization; Amplitude; Plate theory; Boundary value problem; Excitation; Physics; Materials science; Structural engineering; Optics; Acoustics; Laser; Mathematics; Engineering; Mathematical analysis","score_opus":0.03010177800136059,"score_gpt":0.2674643143807238,"score_spread":0.23736253637936322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032675769","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937848,0.00005153263,0.004071949,0.00006168002,0.000019065803,0.00003069021,0.00013812947,0.00015368729,0.0016883699],"genre_scores_gemma":[0.99818987,0.000021355936,0.00126908,0.000005769081,0.000003133641,0.000018934137,0.000048775906,0.000017035532,0.00042608965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974126,0.000050950286,0.000016831515,0.000040191535,0.000092508206,0.0000583329],"domain_scores_gemma":[0.9983669,0.0011156141,0.00011881183,0.00015769189,0.00016970257,0.00007129944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005507904,0.0006274655,0.0005390756,0.00040403983,0.00047409104,0.00034415445,0.00092029566,0.001190156,0.0031803104],"category_scores_gemma":[0.0017171402,0.0003399064,0.00038815214,0.00033096422,0.00091146363,0.00057625293,0.0004889174,0.00047928418,0.00034655002],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003092997,0.0009678275,0.0046571894,0.00044150147,0.000057454643,0.00075548096,0.000727441,0.75406706,0.21814372,0.00096664083,0.00093855977,0.015184114],"study_design_scores_gemma":[0.00029200673,0.001978644,0.007430732,0.000029353749,0.000041997406,0.00011146394,0.00034533627,0.9106469,0.07812287,0.00040518816,0.000539017,0.00005650776],"about_ca_topic_score_codex":0.001822196,"about_ca_topic_score_gemma":0.0015453671,"teacher_disagreement_score":0.0031803104,"about_ca_system_score_codex":0.00035937416,"about_ca_system_score_gemma":0.0002737629,"threshold_uncertainty_score":0.01063925},"labels":[],"label_agreement":null},{"id":"W2032704666","doi":"10.1115/pvp2014-28783","title":"Implementation in VIBIC of an Improved Time-Domain Simulation Model for Fluidelastic Instability in Tube Arrays","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Atomic Energy (Canada); Polytechnique Montréal","funders":"","keywords":"Instability; Mechanics; Nonlinear system; Time domain; Vibration; Vortex shedding; Excitation; Physics; Turbulence; Computer science; Acoustics","score_opus":0.008818293731338644,"score_gpt":0.2610897306310664,"score_spread":0.25227143689972775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032704666","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21387185,0.0002076251,0.74748117,0.00027864106,0.00019010533,0.0003961376,0.0020840932,0.0074554887,0.028034903],"genre_scores_gemma":[0.7669629,0.00020122815,0.21981108,0.00009456051,0.000032113585,0.0008483749,0.0023281258,0.0008997596,0.008821872],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981683,0.000041853178,0.0000093580165,0.000021499794,0.0000792907,0.000031176613],"domain_scores_gemma":[0.9996159,0.00015289038,0.0000335554,0.000050299892,0.00010904336,0.000038249247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003758343,0.0006523563,0.0006607163,0.00032286748,0.00042309792,0.00070621877,0.0014153827,0.0009183979,0.005229653],"category_scores_gemma":[0.0009994917,0.0003214154,0.000432421,0.0003399975,0.0003685749,0.00042154494,0.00058753457,0.000761077,0.00063720456],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009220457,0.00006694706,0.0009034571,0.00006806095,0.000017909599,0.00009021609,0.00007402764,0.9773916,0.00759344,0.0047379,0.0012545659,0.007709625],"study_design_scores_gemma":[0.000012450886,0.000015336584,0.00008266231,0.0000024761082,0.0000018219897,0.000008123663,0.0000045703587,0.9971113,0.0012726644,0.00018326969,0.0013019511,0.000003361433],"about_ca_topic_score_codex":0.007819099,"about_ca_topic_score_gemma":0.005679185,"teacher_disagreement_score":0.007819099,"about_ca_system_score_codex":0.00072590064,"about_ca_system_score_gemma":0.0014534234,"threshold_uncertainty_score":0.017494917},"labels":[],"label_agreement":null},{"id":"W2033146125","doi":"10.1016/j.jsv.2009.06.016","title":"Nonlinear vibrations and imperfection sensitivity of a cylindrical shell containing axial fluid flow","year":2009,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Fundação Carlos Chagas Filho de Amparo à Pesquisa do Estado do Rio de Janeiro; Centre National d’Etudes Spatiales; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Galerkin method; Nonlinear system; Shell (structure); Vibration; Mechanics; Boundary value problem; Equations of motion; Harmonic; Flow (mathematics); Instability; Physics; Classical mechanics; Mathematics; Mathematical analysis; Materials science; Acoustics","score_opus":0.00786013168884315,"score_gpt":0.22543880497839017,"score_spread":0.21757867328954703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033146125","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9797911,0.00006981712,0.018094411,0.00006977951,0.000015140424,0.000008526468,0.000029549912,0.00008057849,0.0018410297],"genre_scores_gemma":[0.9989955,0.000020170686,0.00059484434,0.0000046703494,0.0000033361218,0.0000017505126,0.000012007227,0.000008806224,0.00035893588],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997913,0.00004535138,0.000008865648,0.000043661315,0.00007070499,0.00004020857],"domain_scores_gemma":[0.99845386,0.0009223066,0.00025082717,0.00013093934,0.00013611162,0.0001058937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005262164,0.00039228718,0.0004985746,0.000408651,0.00036064335,0.0005057616,0.0006106383,0.00093141536,0.00070521265],"category_scores_gemma":[0.0032533014,0.00045254163,0.00030646243,0.00019468632,0.0015731631,0.0006755415,0.0008125698,0.00038876332,0.00010935935],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011015737,0.00011159077,0.0064437953,0.00010309187,0.00004706284,0.0009950153,0.00023958151,0.7778668,0.20041572,0.0070690433,0.00020886073,0.0053978916],"study_design_scores_gemma":[0.000010728315,0.000067453475,0.005184796,0.0000032616858,0.000008333965,0.000092521936,0.000030189623,0.98781836,0.0061178,0.0006093539,0.000038718208,0.000018578634],"about_ca_topic_score_codex":0.002639911,"about_ca_topic_score_gemma":0.0010458132,"teacher_disagreement_score":0.002639911,"about_ca_system_score_codex":0.0003731585,"about_ca_system_score_gemma":0.00026571398,"threshold_uncertainty_score":0.0052490234},"labels":[],"label_agreement":null},{"id":"W2033245461","doi":"10.12989/was.2007.10.3.249","title":"Behaviour of guyed transmission line structures under downburst wind loading","year":2007,"lang":"en","type":"article","venue":"Wind and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tower; Wind engineering; Transmission tower; Transmission line; Meteorology; Structural engineering; Engineering; Telecommunications; Geography","score_opus":0.0074560194945279155,"score_gpt":0.23028655538109016,"score_spread":0.22283053588656224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033245461","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993278,0.000011821813,0.00029215007,0.0000061120563,0.0000011731655,0.000002426013,0.000015294363,0.0000107001515,0.00033244622],"genre_scores_gemma":[0.9997675,0.00000883753,0.000096737334,0.0000018904682,3.1251994e-7,0.0000010320208,0.00002596531,0.0000019696677,0.0000957008],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985373,0.000024445793,0.0000102899485,0.000024877832,0.0000453771,0.000041270043],"domain_scores_gemma":[0.99936956,0.00016488934,0.0001446798,0.00008811349,0.00011333219,0.000119495635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027950233,0.00019870643,0.00021955986,0.0004972341,0.0004017557,0.00047761435,0.0003416326,0.0004733958,0.00096734386],"category_scores_gemma":[0.001223398,0.00022750578,0.00016491521,0.00017736675,0.00062013883,0.00022355487,0.00036941,0.00029375096,0.00018691225],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001824156,0.00030531798,0.16956921,0.00014353168,0.000113717266,0.004397151,0.0033316228,0.25823438,0.53166634,0.0010655068,0.0008105377,0.02853856],"study_design_scores_gemma":[0.00013875515,0.003647684,0.5007487,0.00006670967,0.00008255413,0.0015633806,0.0031733606,0.41625142,0.07267108,0.0005238297,0.0010446406,0.00008793358],"about_ca_topic_score_codex":0.0040716515,"about_ca_topic_score_gemma":0.004307199,"teacher_disagreement_score":0.0040716515,"about_ca_system_score_codex":0.0003012177,"about_ca_system_score_gemma":0.000111262176,"threshold_uncertainty_score":0.00809592},"labels":[],"label_agreement":null},{"id":"W2033628459","doi":"10.5539/jas.v4n3p85","title":"Analysis on the Behavioral Orientation of the Herdsmen in the New Rural Construction and Its Influencing Factors","year":2011,"lang":"en","type":"article","venue":"Journal of Agricultural Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Orientation (vector space); Rural area; Field survey; Process (computing); Business; Field (mathematics); Geography; Socioeconomics; Marketing; Environmental planning; Civil engineering; Engineering; Computer science; Sociology; Political science; Mathematics","score_opus":0.013808704458224266,"score_gpt":0.22540410412721856,"score_spread":0.2115953996689943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033628459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99968886,0.000010325298,0.00007307896,0.000011786599,4.9348625e-7,0.000003534169,0.000010691724,3.054125e-7,0.00020095767],"genre_scores_gemma":[0.99959964,0.000023483914,0.00009277577,0.0000061249293,7.447139e-7,0.0000043481114,0.000025784482,2.224148e-7,0.00024693253],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997049,0.00007667436,0.000015009455,0.00003681947,0.00007370953,0.00009283812],"domain_scores_gemma":[0.99950695,0.00013060938,0.00013430697,0.000022069107,0.00011723682,0.00008885831],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006587505,0.00009678933,0.00012242486,0.00075368566,0.0004960274,0.00030724148,0.00017426413,0.00012971442,0.0009870694],"category_scores_gemma":[0.0009589722,0.000086489585,0.00015403886,0.00069736916,0.00045618133,0.00019794889,0.0003544747,0.00017142716,0.000046957044],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023558769,0.000045199566,0.98554593,0.000018137844,0.000009563799,0.00009265552,0.005773961,0.00008121566,0.0012031943,0.00016453835,0.00006466277,0.006977445],"study_design_scores_gemma":[5.9500877e-7,0.000030343072,0.98970264,0.000004540304,0.0000044316444,0.000021885537,0.009822238,0.0001313409,0.000084825064,0.000023961857,0.00017097067,0.0000022137594],"about_ca_topic_score_codex":0.02080276,"about_ca_topic_score_gemma":0.06992869,"teacher_disagreement_score":0.02080276,"about_ca_system_score_codex":0.0008643356,"about_ca_system_score_gemma":0.0006330527,"threshold_uncertainty_score":0.04136336},"labels":[],"label_agreement":null},{"id":"W2034202247","doi":"10.1155/2000/841538","title":"Curve Veering: Inherent Behaviour of Some Vibrating Systems","year":2000,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"National Research Council Canada","keywords":"Discretization; Mathematics; Rayleigh–Ritz method; Galerkin method; Deflection (physics); Eigenvalues and eigenvectors; Mathematical analysis; Vibration; Boundary value problem; Finite element method; Structural engineering; Classical mechanics; Engineering; Physics","score_opus":0.008343676895153928,"score_gpt":0.20871819942759778,"score_spread":0.20037452253244387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034202247","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6508977,0.0004544574,0.33089158,0.00026056133,0.000039962662,0.00007418371,0.000094131276,0.0008146846,0.016472885],"genre_scores_gemma":[0.98588735,0.00007948918,0.012594246,0.000020589463,0.000012108735,0.000016641225,0.00003870271,0.00005320319,0.0012975943],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973947,0.00005025519,0.00001350758,0.00006048974,0.00010560429,0.000030772924],"domain_scores_gemma":[0.99898833,0.00043809132,0.000203031,0.0001786223,0.00011578213,0.000076104036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035587142,0.00030990978,0.00036186507,0.00071817695,0.0004364203,0.00074714277,0.00040629975,0.0008101314,0.0022146103],"category_scores_gemma":[0.0023316958,0.00022593986,0.00027910367,0.00038878093,0.001216403,0.0007432491,0.0005365622,0.000714025,0.0002017857],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041698996,0.00015389804,0.01218065,0.00041276473,0.00014651411,0.004117031,0.0046394737,0.2665629,0.36221623,0.23966037,0.002269559,0.10722363],"study_design_scores_gemma":[0.000032489163,0.0002883597,0.012210825,0.00003837773,0.000023533223,0.0028326127,0.0003511731,0.8573237,0.025312342,0.09517153,0.0063141175,0.00010095846],"about_ca_topic_score_codex":0.00042961494,"about_ca_topic_score_gemma":0.00018364303,"teacher_disagreement_score":0.0022146103,"about_ca_system_score_codex":0.00023183932,"about_ca_system_score_gemma":0.000119786324,"threshold_uncertainty_score":0.007408619},"labels":[],"label_agreement":null},{"id":"W2034361822","doi":"10.1115/imece2012-86888","title":"The Analysis of the Dynamic Behavior of the Nonlinear Oscillations of a Fluttering Plate Based on the Periodicity Ratio Method","year":2012,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Nonlinear system; Diagram; Oscillation (cell signaling); Galerkin method; Motion (physics); Aspect ratio (aeronautics); Nonlinear dynamical systems; Runge–Kutta methods; Equations of motion; Mechanics; Mathematical analysis; Control theory (sociology); Computer science; Physics; Mathematics; Numerical analysis; Classical mechanics; Artificial intelligence","score_opus":0.010969885847102965,"score_gpt":0.2544442450730201,"score_spread":0.24347435922591715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034361822","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30454978,0.0005636799,0.687048,0.00007480628,0.000034285476,0.0000426385,0.0000308977,0.00019328328,0.007462719],"genre_scores_gemma":[0.9253288,0.00040703203,0.07056481,0.000016796805,0.00001675508,0.0000432918,0.000040819836,0.0000455954,0.0035361699],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999175,0.000015089771,0.0000030609635,0.000014283397,0.00004184709,0.000008166596],"domain_scores_gemma":[0.9999106,0.000040807234,0.000015999267,0.000008889346,0.000019202727,0.0000045659217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017008229,0.00030133486,0.00025446675,0.00031766563,0.00016098224,0.00014178036,0.00023920399,0.00023329484,0.0010395655],"category_scores_gemma":[0.00037435762,0.0001263079,0.00028669168,0.00011050523,0.00029947696,0.00030396663,0.00013769875,0.00022387353,0.00016727207],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015601589,0.000046679324,0.0027634676,0.00029388932,0.000047429246,0.0006238725,0.00027555187,0.2918931,0.6028232,0.022174757,0.00038414012,0.07851794],"study_design_scores_gemma":[0.0000036193605,0.0000616848,0.0019508591,0.000007868435,0.0000076056044,0.00015427826,0.000021892018,0.98115015,0.015249905,0.0008499364,0.0005296252,0.000012591626],"about_ca_topic_score_codex":0.0007655943,"about_ca_topic_score_gemma":0.00047134215,"teacher_disagreement_score":0.0010395655,"about_ca_system_score_codex":0.0001257191,"about_ca_system_score_gemma":0.00018665972,"threshold_uncertainty_score":0.0034776926},"labels":[],"label_agreement":null},{"id":"W2034797525","doi":"10.1016/j.ijnonlinmec.2013.06.005","title":"Non-linear global dynamics of an axially moving plate","year":2013,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mathematics; Mathematical analysis; Ordinary differential equation; Phase portrait; Plane (geometry); Phase plane; Bifurcation; Axial symmetry; Equations of motion; Inertia; Differential equation; Bifurcation diagram; Classical mechanics; Geometry; Physics; Nonlinear system","score_opus":0.0076458636632704595,"score_gpt":0.24985327360217638,"score_spread":0.2422074099389059,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034797525","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8578751,0.00030668522,0.1028559,0.00068449165,0.0001002617,0.00004923426,0.00012459801,0.00015944264,0.03784429],"genre_scores_gemma":[0.99104285,0.000093577306,0.0016263487,0.000029159146,0.00001752029,0.000011052017,0.000027144779,0.000019601332,0.007132748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999367,0.000012226376,0.0000017453676,0.000013431993,0.000024740182,0.000011097359],"domain_scores_gemma":[0.9998592,0.000036958078,0.000033281514,0.0000074370164,0.000030236679,0.00003283059],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012030293,0.00048386105,0.0003364031,0.00043933172,0.00040165675,0.00056706753,0.0004961369,0.0006118713,0.0031257963],"category_scores_gemma":[0.00042241684,0.00023215188,0.0002329552,0.00020571436,0.0011365511,0.00059196894,0.0011113345,0.0004930773,0.0003574663],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027030997,0.000117713585,0.0040029716,0.0001380773,0.0000670626,0.0023466693,0.0006051057,0.87395936,0.061509684,0.038921632,0.0011537335,0.016907666],"study_design_scores_gemma":[0.0000113541455,0.00011909277,0.003579031,0.0000068448567,0.000009652408,0.00016222757,0.00016718291,0.99084365,0.0009091082,0.0037662303,0.00040813693,0.00001748649],"about_ca_topic_score_codex":0.0024168948,"about_ca_topic_score_gemma":0.0018378367,"teacher_disagreement_score":0.0031257963,"about_ca_system_score_codex":0.00023012288,"about_ca_system_score_gemma":0.00032720974,"threshold_uncertainty_score":0.0104568},"labels":[],"label_agreement":null},{"id":"W2034799032","doi":"10.1103/physreve.61.6950","title":"Development and geometry of isotropic and directional shrinkage-crack patterns","year":2000,"lang":"en","type":"article","venue":"Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":218,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Memorial University of Newfoundland","funders":"","keywords":"Isotropy; Shrinkage; Materials science; Composite material; Thin layer; Pattern formation; Layer (electronics); Front (military); Morphology (biology); Geometry; Slurry; Mechanics; Geology; Mathematics; Optics; Physics","score_opus":0.006696714619153948,"score_gpt":0.25984955106881835,"score_spread":0.2531528364496644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034799032","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974642,0.000120271696,0.0016914612,0.0000042124234,0.0000010633746,0.0000073131628,0.000046227666,0.0000099348845,0.0006552714],"genre_scores_gemma":[0.99669445,0.000106171436,0.0026743195,0.0000026422779,8.7709424e-7,0.000007435086,0.00006849677,0.0000068732625,0.00043873728],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992156,0.0000066827583,0.000003992185,0.000020663649,0.000030055857,0.000017080489],"domain_scores_gemma":[0.9996424,0.00006474914,0.00011764451,0.000048984406,0.00009727833,0.000029034094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007491292,0.000074807984,0.000109249086,0.00024171513,0.00009621465,0.00022848578,0.00012728883,0.0001247215,0.0004370654],"category_scores_gemma":[0.000494205,0.00020399374,0.00009983345,0.00014090996,0.00024223582,0.00014605866,0.000121765544,0.00019490732,0.00009459169],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006254408,0.000013232673,0.0070318393,0.000041595216,0.000006530974,0.00014694895,0.00019723443,0.001881397,0.9817222,0.000590782,0.00003806043,0.008267653],"study_design_scores_gemma":[0.000036487567,0.00044162615,0.22939485,0.000016650194,0.000034528242,0.0017132085,0.00038252285,0.024238862,0.74030066,0.00081114157,0.002587334,0.000042277225],"about_ca_topic_score_codex":0.0007815147,"about_ca_topic_score_gemma":0.0011759833,"teacher_disagreement_score":0.0007815147,"about_ca_system_score_codex":0.0000963702,"about_ca_system_score_gemma":0.00009710624,"threshold_uncertainty_score":0.0015539527},"labels":[],"label_agreement":null},{"id":"W2034980049","doi":"10.1016/j.jsv.2011.08.014","title":"Theoretical and experimental investigations of the dynamics of cantilevered flexible plates subjected to axial flow","year":2011,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; McGill University","funders":"China Scholarship Council; Ministry of Education of the People's Republic of China; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Flutter; Mechanics; Materials science; Aspect ratio (aeronautics); Cantilever; Hysteresis; Choked flow; Bifurcation; Instability; Flow (mathematics); Brass; Vibration; Nonlinear system; Aerodynamics; Physics; Composite material; Supersonic speed; Condensed matter physics","score_opus":0.010963242359975324,"score_gpt":0.21393474112108601,"score_spread":0.2029714987611107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034980049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9849476,0.00020609118,0.009272694,0.00009207831,0.000017063112,0.000030755695,0.000079869125,0.00004732477,0.005306579],"genre_scores_gemma":[0.9984124,0.00009096656,0.0008253799,0.0000049966284,0.0000061671126,0.000011146078,0.000030924177,0.0000040330747,0.00061386713],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982953,0.000033272845,0.000005943199,0.000018852248,0.00008484867,0.000027550139],"domain_scores_gemma":[0.9993913,0.0004080972,0.000050838014,0.000043002874,0.00008788203,0.000018781693],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045572995,0.00036172074,0.00023923274,0.00038454292,0.0006920792,0.00027156936,0.0006739622,0.00048257617,0.0049258447],"category_scores_gemma":[0.001456545,0.00031598168,0.00024621384,0.00020312578,0.0013464745,0.00050214713,0.00032266777,0.00041970555,0.00025776276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001035401,0.00040864001,0.0038840633,0.00030355505,0.00002044311,0.00051713036,0.0007849836,0.03591971,0.9310332,0.0068724356,0.00033114053,0.018889342],"study_design_scores_gemma":[0.00018386956,0.0016808843,0.035880238,0.000077854536,0.00004666083,0.0008062199,0.0013668947,0.43215826,0.5219445,0.0032682358,0.0025034857,0.00008277106],"about_ca_topic_score_codex":0.00063542044,"about_ca_topic_score_gemma":0.0005234256,"teacher_disagreement_score":0.0049258447,"about_ca_system_score_codex":0.00023028463,"about_ca_system_score_gemma":0.00020530699,"threshold_uncertainty_score":0.016478598},"labels":[],"label_agreement":null},{"id":"W2036188741","doi":"10.1115/imece2014-37039","title":"Vibration Modelling of String-Harnessed Beam Structures Using Homogenization Techniques","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Vibration; Homogenization (climate); Boundary value problem; Displacement field; Partial differential equation; Physics; Beam (structure); Mathematical analysis; Finite element method; Classical mechanics; Structural engineering; Mathematics; Mechanics; Engineering; Acoustics","score_opus":0.013815013536652725,"score_gpt":0.20726741753334046,"score_spread":0.19345240399668773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036188741","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23316948,0.00020864939,0.7550039,0.00013536001,0.00002051404,0.00005228681,0.00013591973,0.00024963848,0.011024198],"genre_scores_gemma":[0.9583584,0.00026962077,0.033201147,0.000029143604,0.000012486593,0.000091866925,0.00011898445,0.00005804427,0.007860426],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999926,0.000021252526,0.000004361315,0.000015155201,0.00002321165,0.000009969982],"domain_scores_gemma":[0.99990976,0.00004585627,0.000017102357,0.000012964217,0.000010287237,0.000004069525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014846073,0.00026291676,0.0002062403,0.00027888743,0.0001376637,0.00035420127,0.00049089716,0.0006451796,0.0013275096],"category_scores_gemma":[0.00031248442,0.00018933124,0.00032692382,0.0002123072,0.0004719041,0.00039844777,0.00030602273,0.00025820083,0.0003102867],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018004857,0.000025878799,0.0005221247,0.000030778585,0.000011225153,0.00009561456,0.00009661826,0.9638232,0.0228634,0.006075516,0.0001434072,0.0062942943],"study_design_scores_gemma":[0.0000019397569,0.000011064566,0.00021497584,0.000002146157,0.0000015628731,0.000013582564,0.000012135489,0.9976211,0.0011972509,0.00067822175,0.00024371898,0.0000022540878],"about_ca_topic_score_codex":0.001360233,"about_ca_topic_score_gemma":0.001021168,"teacher_disagreement_score":0.001360233,"about_ca_system_score_codex":0.00023666437,"about_ca_system_score_gemma":0.00021816301,"threshold_uncertainty_score":0.0044409633},"labels":[],"label_agreement":null},{"id":"W2036364686","doi":"10.1088/1755-1315/12/1/012085","title":"Determination of turbine runner dynamic behaviour under operating condition by a two-way staggered fluid-structureinteraction method","year":2010,"lang":"en","type":"article","venue":"IOP Conference Series Earth and Environmental Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alstom (Canada); Cégep de Sorel-Tracy","funders":"Natural Sciences and Engineering Research Council of Canada; Polytechnique Montréal","keywords":"Displacement (psychology); Stator; Modal; Rotor (electric); Modal analysis; Turbine; Francis turbine; Mechanics; Natural frequency; Flow (mathematics); Structural engineering; Control theory (sociology); Vibration; Computer science; Engineering; Acoustics; Mechanical engineering; Physics; Finite element method; Materials science","score_opus":0.004763159398204382,"score_gpt":0.22922708735440658,"score_spread":0.2244639279562022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036364686","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13310781,0.000082235914,0.86400187,0.00002217163,0.000013321761,0.00005003301,0.00006816433,0.0006392583,0.002015152],"genre_scores_gemma":[0.7842119,0.000101989936,0.21366523,0.0000130464205,0.000007703212,0.00012963924,0.00015822306,0.00007033008,0.001641903],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997745,0.000026230859,0.000008788366,0.000038784707,0.0001365676,0.000015036348],"domain_scores_gemma":[0.9998325,0.00006868976,0.000020656154,0.000025659212,0.000043341173,0.000009163237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020659929,0.00036664982,0.00030972692,0.00074478163,0.00024314126,0.00026453758,0.00043348144,0.0005515637,0.0012886751],"category_scores_gemma":[0.0005372848,0.00021109408,0.00032248354,0.00029736618,0.00023378136,0.00046469562,0.00028044725,0.00029674708,0.00042412707],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018558094,0.00012971388,0.005589773,0.00023117033,0.00005526584,0.00041344998,0.0005051849,0.27254313,0.501513,0.006246241,0.0005745447,0.21201302],"study_design_scores_gemma":[0.000008285975,0.00010259372,0.0029680338,0.0000059510903,0.00000908569,0.00011723691,0.000039518072,0.953085,0.04183766,0.00040482258,0.0013927334,0.000029037355],"about_ca_topic_score_codex":0.0008773947,"about_ca_topic_score_gemma":0.0018418563,"teacher_disagreement_score":0.0012886751,"about_ca_system_score_codex":0.00018213602,"about_ca_system_score_gemma":0.00035416617,"threshold_uncertainty_score":0.0043110847},"labels":[],"label_agreement":null},{"id":"W2036722694","doi":"10.1115/pvp2014-28282","title":"Linear and Nonlinear Dynamics of Cantilevered Cylinders in Axial Flow","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Mechanics; Drag; Nonlinear system; Work (physics); Cylinder; Heat exchanger; Cantilever; Drag coefficient; Dynamics (music); Flow (mathematics); Rod; Fluid dynamics; Physics; Structural engineering; Engineering; Mechanical engineering; Thermodynamics","score_opus":0.004585491192202498,"score_gpt":0.19234334982030288,"score_spread":0.18775785862810038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036722694","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98424596,0.00007737629,0.013524362,0.00004051172,0.000004117762,0.000014146123,0.000033959357,0.000033536842,0.0020260336],"genre_scores_gemma":[0.9974497,0.000034847675,0.0019479904,0.000005194425,0.0000012905346,0.000008278312,0.000019736817,0.0000027453325,0.00053020974],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993503,0.000010234607,0.0000026915072,0.000011188869,0.000029409666,0.000011407102],"domain_scores_gemma":[0.99984896,0.00008029277,0.000024092746,0.000010635273,0.000023295415,0.000012711142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017808305,0.0001460002,0.000104312356,0.00022747846,0.0002057681,0.00018215545,0.00016279756,0.00022997745,0.00071431015],"category_scores_gemma":[0.00050343055,0.0000967418,0.00013739563,0.00011044886,0.0005267966,0.00023554263,0.000217915,0.00015666116,0.00007688627],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030091743,0.00013459405,0.0150123825,0.00012811067,0.000023791588,0.00067306013,0.0007255223,0.46124548,0.47983128,0.012655614,0.00038924286,0.028880036],"study_design_scores_gemma":[0.0000137142915,0.00012612788,0.012188269,0.0000062373874,0.0000035197106,0.00009821023,0.000084510924,0.9753559,0.010930385,0.00091761077,0.0002583791,0.000017173612],"about_ca_topic_score_codex":0.0020795155,"about_ca_topic_score_gemma":0.0014221348,"teacher_disagreement_score":0.0020795155,"about_ca_system_score_codex":0.00017491804,"about_ca_system_score_gemma":0.000212945,"threshold_uncertainty_score":0.004134774},"labels":[],"label_agreement":null},{"id":"W2037494063","doi":"10.1016/s0045-7949(02)00472-8","title":"Modeling the structural dynamic response of overhead transmission lines","year":2003,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":125,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Overhead (engineering); Electric power transmission; Transmission (telecommunications); Structural engineering; Computer science; Engineering; Telecommunications; Electrical engineering","score_opus":0.006706735509159627,"score_gpt":0.22531847112577366,"score_spread":0.21861173561661404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037494063","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61241794,0.00033408572,0.35609475,0.00042622507,0.00006284087,0.000055064564,0.00016461677,0.00039945246,0.03004506],"genre_scores_gemma":[0.98839194,0.00014865902,0.004788625,0.000017925295,0.000013767086,0.000025391506,0.0000488816,0.000032344622,0.006532307],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999337,0.000017566317,0.0000020783102,0.000011389129,0.00001993625,0.000015335998],"domain_scores_gemma":[0.9998665,0.00006924425,0.000022758217,0.000011084871,0.000019654803,0.000010766205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014176467,0.00043683962,0.00031074378,0.00024556395,0.00028627733,0.000538637,0.00063635915,0.0010140622,0.002445275],"category_scores_gemma":[0.0007159618,0.0002980201,0.00027405826,0.00025848162,0.00039756807,0.00065590785,0.00030718642,0.0004317245,0.00031764503],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010600202,0.000011158363,0.00021707402,0.0000067592523,0.0000027374124,0.000021744912,0.000020209907,0.9955421,0.001425625,0.0010783614,0.00006041654,0.0016032327],"study_design_scores_gemma":[0.0000019005752,0.0000048994493,0.000087697976,8.6699737e-7,0.0000011266078,0.0000043124237,0.000008800515,0.9992957,0.00014820595,0.0003346086,0.00011083621,0.0000010625075],"about_ca_topic_score_codex":0.010889382,"about_ca_topic_score_gemma":0.0063723056,"teacher_disagreement_score":0.010889382,"about_ca_system_score_codex":0.00041102857,"about_ca_system_score_gemma":0.0004824821,"threshold_uncertainty_score":0.021651983},"labels":[],"label_agreement":null},{"id":"W2038181164","doi":"10.1006/jfls.2002.0468","title":"A SIMULATION OF THE TURBULENCE RESPONSE OF HEAT EXCHANGER TUBES IN LATTICE-BAR SUPPORTS","year":2002,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Heat exchanger; Mechanics; Turbulence; Dimensionless quantity; Nonlinear system; Superposition principle; Tube (container); Vibration; Structural engineering; Engineering; Materials science; Physics; Mechanical engineering","score_opus":0.009681860035179799,"score_gpt":0.22423828696829237,"score_spread":0.21455642693311258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038181164","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9857642,0.00008633515,0.0049577896,0.00029607842,0.0000589553,0.000043791766,0.00025359297,0.0001840166,0.00835508],"genre_scores_gemma":[0.9971648,0.000031698513,0.0011829364,0.000025722731,0.000007883487,0.000018938303,0.00009703511,0.000021083526,0.001449823],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997619,0.000054040083,0.000010610662,0.000030235668,0.00005114461,0.000092139344],"domain_scores_gemma":[0.99864477,0.00081093976,0.00009109983,0.000063533545,0.00014759714,0.00024209656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032731114,0.00061153754,0.00097326783,0.0005321466,0.001180761,0.0012490911,0.0013186239,0.0028792229,0.004349199],"category_scores_gemma":[0.001864037,0.00058648916,0.0007110599,0.0005976207,0.0012894185,0.0007263027,0.0007418904,0.0009731185,0.00029171194],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017209603,0.00013313218,0.0018747131,0.000020270782,0.000016867076,0.00015575807,0.000049954197,0.99422765,0.0013151524,0.0010758224,0.00023798905,0.00072050863],"study_design_scores_gemma":[0.000027262335,0.000042291023,0.00038625233,0.0000025437148,0.0000031927489,0.0000066352495,0.000022509397,0.9990188,0.00032532375,0.00010162122,0.00005809634,0.000005437278],"about_ca_topic_score_codex":0.03206753,"about_ca_topic_score_gemma":0.0125393635,"teacher_disagreement_score":0.03206753,"about_ca_system_score_codex":0.0011077019,"about_ca_system_score_gemma":0.0013938115,"threshold_uncertainty_score":0.06376177},"labels":[],"label_agreement":null},{"id":"W2039296091","doi":"10.1006/jfls.2002.0448","title":"LINEAR AND NONLINEAR DYNAMICS OF CANTILEVERED CYLINDERS IN AXIAL FLOW. PART 2: THE EQUATIONS OF MOTION","year":2002,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":98,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Inviscid flow; Nonlinear system; Hydrostatic equilibrium; Mechanics; Cantilever; Equations of motion; Mathematics; Dynamics (music); Flow (mathematics); Cylinder; Boundary value problem; Work (physics); Mathematical analysis; Classical mechanics; Geometry; Physics; Structural engineering; Engineering","score_opus":0.01136664023575384,"score_gpt":0.21306555842968994,"score_spread":0.2016989181939361,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039296091","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.264914,0.03472214,0.55670637,0.008769251,0.0015076997,0.00031518706,0.0017564581,0.00036096072,0.13094795],"genre_scores_gemma":[0.8144991,0.01552848,0.024553962,0.0008107156,0.0009814332,0.0002469921,0.0006535667,0.00026027128,0.14246552],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984694,0.000031583386,0.000008688289,0.000020895519,0.0000707214,0.000021166503],"domain_scores_gemma":[0.99963427,0.00017674643,0.00005197981,0.000026235159,0.000088278495,0.000022468215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004681145,0.0005566131,0.00048308517,0.0006515321,0.00032480445,0.0008013009,0.0006746311,0.0010293395,0.0065053357],"category_scores_gemma":[0.0014457399,0.00032513225,0.0005238703,0.00035706526,0.0012269737,0.0017482967,0.0010785497,0.00073698524,0.0008967172],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010761319,0.00012231444,0.0022494309,0.0007003696,0.00004701864,0.0005760254,0.00090180367,0.5004384,0.019742908,0.38413095,0.023019515,0.06796362],"study_design_scores_gemma":[0.000022653383,0.00003918998,0.0032449493,0.000051219846,0.000015018119,0.00028232695,0.00012287634,0.90484023,0.0010634889,0.08064031,0.009638805,0.00003892797],"about_ca_topic_score_codex":0.005702197,"about_ca_topic_score_gemma":0.0047812383,"teacher_disagreement_score":0.0065053357,"about_ca_system_score_codex":0.00049698533,"about_ca_system_score_gemma":0.0007434467,"threshold_uncertainty_score":0.02176255},"labels":[],"label_agreement":null},{"id":"W2039709635","doi":"10.1016/j.apm.2005.08.004","title":"Nonlinearly coupled in-plane and transverse vibrations of a spinning disk","year":2005,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Transverse plane; Spinning; Vibration; Transverse vibration; Mechanics; Plane (geometry); Physics; Materials science; Classical mechanics; Acoustics; Geometry; Structural engineering; Engineering; Composite material; Mathematics","score_opus":0.010770765981122013,"score_gpt":0.20684515931537548,"score_spread":0.19607439333425347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039709635","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90400106,0.00026262138,0.07866944,0.00030045066,0.00007531925,0.000044230004,0.00007084562,0.00008655901,0.016489495],"genre_scores_gemma":[0.9943778,0.00007871157,0.0012949953,0.000020675245,0.000018531015,0.000012340102,0.000019920808,0.00001491021,0.004162105],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998574,0.000038661696,0.0000066283424,0.000029698862,0.000049364528,0.00001815138],"domain_scores_gemma":[0.99974865,0.00009173647,0.000051882787,0.000020734826,0.00004196991,0.00004508463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002144716,0.00043465185,0.00047451217,0.00030624162,0.00042661984,0.00055660243,0.00043513213,0.0007600384,0.002031714],"category_scores_gemma":[0.00087324745,0.000298988,0.00024698456,0.00019683583,0.0009590417,0.00072628056,0.00076206506,0.00035724504,0.00028594426],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011755144,0.0003220083,0.0063359514,0.00026494957,0.00017194868,0.0022211669,0.001136123,0.74148005,0.1743931,0.050335765,0.0011921123,0.020971226],"study_design_scores_gemma":[0.000015359574,0.00007573691,0.002548798,0.000005135617,0.000015960984,0.00011798669,0.00009886325,0.99121666,0.0025724375,0.003001171,0.00031554975,0.000016341484],"about_ca_topic_score_codex":0.0013288789,"about_ca_topic_score_gemma":0.0010322473,"teacher_disagreement_score":0.002031714,"about_ca_system_score_codex":0.0002275711,"about_ca_system_score_gemma":0.00022836358,"threshold_uncertainty_score":0.0067967772},"labels":[],"label_agreement":null},{"id":"W2040215202","doi":"10.4236/ica.2012.34038","title":"Adaptive Force Control of in Web Handling Systems","year":2012,"lang":"en","type":"article","venue":"Intelligent Control and Automation","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Gain scheduling; Adaptive control; Fuzzy control system; Control engineering; Control theory (sociology); Transient (computer programming); Controller (irrigation); Convergence (economics); Process (computing); Engineering; Computer science; Control system; Scheme (mathematics); Fuzzy logic; Control (management); Artificial intelligence","score_opus":0.008045451531996213,"score_gpt":0.20608565282446348,"score_spread":0.19804020129246727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040215202","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.055687718,0.00031027413,0.9359623,0.00013433941,0.00013308668,0.00004125594,0.000021915797,0.000665981,0.007043136],"genre_scores_gemma":[0.97617835,0.00013096585,0.018953815,0.000051876872,0.00004585223,0.000043713797,0.000026073394,0.000020405292,0.0045489674],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998373,0.000022927885,0.000009108053,0.000036495047,0.00007481253,0.000019322724],"domain_scores_gemma":[0.9998349,0.00005191835,0.000035163295,0.000018569983,0.000049901017,0.000009493063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022987265,0.00033522325,0.00027647932,0.0001942628,0.0002522459,0.0004719833,0.0005341532,0.00040991997,0.0021343995],"category_scores_gemma":[0.00051032676,0.0000936686,0.0001541645,0.00015296016,0.0002907906,0.00032596246,0.00033192703,0.00044598343,0.00034290375],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003190746,0.00020575676,0.001105578,0.0003332508,0.000065275126,0.00032911115,0.00026181477,0.3746057,0.19000228,0.012784907,0.003394535,0.41659278],"study_design_scores_gemma":[0.000020271065,0.0001460905,0.0007350732,0.000008215708,0.00000859381,0.00005215878,0.000016796092,0.9862824,0.008551854,0.0014266784,0.0027431357,0.000008777694],"about_ca_topic_score_codex":0.0013703685,"about_ca_topic_score_gemma":0.0013837327,"teacher_disagreement_score":0.0021343995,"about_ca_system_score_codex":0.00018455618,"about_ca_system_score_gemma":0.00017016794,"threshold_uncertainty_score":0.0071403384},"labels":[],"label_agreement":null},{"id":"W2040761065","doi":"10.1115/imece2014-36691","title":"Dynamics and Stability of Towed Flexible Cylinders: Theory and Experiments","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Stability (learning theory); Instability; Cylinder; Dynamics (music); Experimental data; Dynamical systems theory; Nonlinear dynamical systems; Control theory (sociology); Computer science; Mechanics; Mathematics; Physics; Geometry; Acoustics","score_opus":0.009667884955768279,"score_gpt":0.23053141717853437,"score_spread":0.22086353222276608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040761065","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85853314,0.00056287326,0.13702981,0.00015896605,0.000033900582,0.00010894497,0.0001424419,0.0004232131,0.0030066452],"genre_scores_gemma":[0.9860292,0.00033425746,0.012697847,0.000010825594,0.000007781879,0.000060987397,0.0000625398,0.000012395434,0.00078411674],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977976,0.000030388033,0.000014513913,0.00003621514,0.000120097524,0.00001895596],"domain_scores_gemma":[0.9994511,0.00029343576,0.00005748654,0.00007464803,0.00009234783,0.000030996584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038935934,0.0003564971,0.00034532088,0.00024403962,0.00025702652,0.0002501586,0.0005905106,0.00064604165,0.0010594396],"category_scores_gemma":[0.0013291478,0.00017935483,0.00022485887,0.00016399004,0.00062355737,0.0006821729,0.00046719954,0.00038243624,0.00020218128],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041069803,0.00020855853,0.0053846845,0.00038918018,0.000026447684,0.000493357,0.00056939595,0.33310646,0.61398786,0.0031673636,0.00038765828,0.04186841],"study_design_scores_gemma":[0.000037007176,0.0009054308,0.0035532971,0.000030254247,0.000017193284,0.0002415303,0.0001242554,0.836407,0.15597495,0.0014397525,0.0012192389,0.00004998273],"about_ca_topic_score_codex":0.001251991,"about_ca_topic_score_gemma":0.0008639194,"teacher_disagreement_score":0.001251991,"about_ca_system_score_codex":0.00023497065,"about_ca_system_score_gemma":0.00023364965,"threshold_uncertainty_score":0.0035442114},"labels":[],"label_agreement":null},{"id":"W2041339308","doi":"10.1115/imece2002-33378","title":"Acoustic Vibration in a Stack Induced by Pipe Bends","year":2002,"lang":"en","type":"article","venue":"5th International Symposium on Fluid Structure Interaction, Aeroelasticity, and Flow Induced Vibration and Noise","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Stack (abstract data type); Vibration; Acoustics; Upstream (networking); Turbulence; Structural engineering; Engineering; Flow (mathematics); Excitation; Materials science; Mechanics; Physics; Electrical engineering; Computer science; Telecommunications","score_opus":0.011135010119034104,"score_gpt":0.2318008980057284,"score_spread":0.22066588788669428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2041339308","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99736917,0.000013973339,0.0022233448,0.000012677887,0.0000044555336,0.0000049509918,0.000012255072,0.00003500657,0.00032425145],"genre_scores_gemma":[0.99903095,0.000009384922,0.0006055895,0.0000048642155,0.0000024363874,0.0000032656299,0.00002068888,0.0000039927286,0.0003188239],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998547,0.000016984553,0.000004362073,0.000024500407,0.000058156984,0.00004117907],"domain_scores_gemma":[0.9998542,0.000035765584,0.00003445439,0.000011716694,0.000028814638,0.00003498803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016897389,0.00033200427,0.00025367874,0.00026518884,0.00042952073,0.00018518955,0.00023161751,0.00042605374,0.000743457],"category_scores_gemma":[0.00030479804,0.0002527724,0.0002303325,0.00014473438,0.00048891973,0.00018198047,0.00042344636,0.0003557208,0.00011876475],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008595667,0.00007136681,0.009022092,0.00004291884,0.000025669497,0.0026435782,0.00065698964,0.013548144,0.9653832,0.00041838732,0.00019364132,0.007134589],"study_design_scores_gemma":[0.00029103487,0.0064219697,0.29326063,0.000044093922,0.0001536684,0.0033042622,0.0022922142,0.17050822,0.51836073,0.0017483782,0.0034118406,0.00020290904],"about_ca_topic_score_codex":0.00079739036,"about_ca_topic_score_gemma":0.00082979834,"teacher_disagreement_score":0.00079739036,"about_ca_system_score_codex":0.00019929558,"about_ca_system_score_gemma":0.0001264595,"threshold_uncertainty_score":0.0024870634},"labels":[],"label_agreement":null},{"id":"W2042599086","doi":"10.1109/tpwrd.2013.2244922","title":"The Effects of Wind Induced Conductor Motion on Accreted Atmospheric Ice","year":2013,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Chicoutimi","funders":"","keywords":"Conductor; Electrical conductor; Wind speed; Stress (linguistics); Amplitude; Icing; Mechanics; Wind tunnel; Geology; Structural engineering; Environmental science; Atmospheric sciences; Materials science; Geotechnical engineering; Meteorology; Engineering; Physics; Optics; Composite material","score_opus":0.005440753889206477,"score_gpt":0.18643778135160227,"score_spread":0.1809970274623958,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042599086","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980268,0.000062668325,0.0013712551,0.000007865208,0.000008437276,0.00000581114,0.00002946857,0.000018061646,0.0004696242],"genre_scores_gemma":[0.9995881,0.00004276332,0.00024265432,0.000002104553,0.0000016460641,0.0000021455419,0.00001884915,0.0000031305608,0.000098534154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990547,0.00001961991,0.0000069424786,0.00001553505,0.000028596176,0.000023894367],"domain_scores_gemma":[0.9996865,0.00016029054,0.000065099724,0.00003246924,0.00003576757,0.00001996124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015549987,0.0002630499,0.00017545457,0.0002136943,0.00020728318,0.00023933544,0.00020487735,0.0002536217,0.0005642341],"category_scores_gemma":[0.000527876,0.00014236872,0.00029400986,0.00012531433,0.00036932863,0.00022707995,0.00019110978,0.00015437427,0.0000644577],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00090501347,0.00018773724,0.038335666,0.00031519207,0.00007900961,0.0026845187,0.00043767015,0.50802237,0.4272191,0.00053305057,0.00028989871,0.020990854],"study_design_scores_gemma":[0.00007327319,0.0029592542,0.12517963,0.000049412683,0.00011279027,0.0008005877,0.00053841854,0.69453907,0.17417134,0.00038140215,0.0011319282,0.000062908504],"about_ca_topic_score_codex":0.0010791981,"about_ca_topic_score_gemma":0.0011500409,"teacher_disagreement_score":0.0010791981,"about_ca_system_score_codex":0.00015582463,"about_ca_system_score_gemma":0.00013088869,"threshold_uncertainty_score":0.0021458268},"labels":[],"label_agreement":null},{"id":"W2043210050","doi":"10.1115/imece2002-32707","title":"Vibration Analysis of Steam Generators and Heat Exchangers: An Overview — Part I: Flow, Damping, Fluidelastic Instability","year":2002,"lang":"en","type":"article","venue":"5th International Symposium on Fluid Structure Interaction, Aeroelasticity, and Flow Induced Vibration and Noise","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada); Polytechnique Montréal","funders":"","keywords":"Heat exchanger; Vibration; Vortex-induced vibration; Shell and tube heat exchanger; Mechanics; Mechanical engineering; Instability; Engineering; Structural engineering; Materials science; Acoustics; Physics","score_opus":0.029771892061692166,"score_gpt":0.266537282126919,"score_spread":0.23676539006522684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043210050","genre_codex":"methods","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.046495028,0.013632913,0.934481,0.00018569418,0.00009540757,0.000067729634,0.00005950115,0.00046215556,0.004520617],"genre_scores_gemma":[0.7434826,0.02466836,0.21304102,0.00013737437,0.0005316194,0.00024394479,0.0003434505,0.0002433258,0.017308261],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997718,0.00005249458,0.000013379742,0.00004120653,0.00010745713,0.000013698117],"domain_scores_gemma":[0.99979717,0.00013069017,0.000019787609,0.000009688087,0.00003644208,0.000006189835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037298063,0.00080512674,0.0005335959,0.00089834793,0.0002772202,0.0006076388,0.00037797575,0.000689038,0.0013778696],"category_scores_gemma":[0.0006243599,0.00031033935,0.00046975433,0.0003956221,0.00046243207,0.0006517224,0.00033222017,0.0004365911,0.00042900458],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017661534,0.00014338734,0.0043965997,0.0011414671,0.0000983546,0.0002599453,0.00029930906,0.27435675,0.15569824,0.013488673,0.0023976294,0.54754287],"study_design_scores_gemma":[0.00004305793,0.00066548033,0.013131333,0.00022484577,0.00008235218,0.00042382313,0.00019280503,0.8793726,0.061292477,0.019447375,0.025036361,0.00008744684],"about_ca_topic_score_codex":0.00087132456,"about_ca_topic_score_gemma":0.001105145,"teacher_disagreement_score":0.0013778696,"about_ca_system_score_codex":0.00025293467,"about_ca_system_score_gemma":0.00032076554,"threshold_uncertainty_score":0.0046094656},"labels":[],"label_agreement":null},{"id":"W2043351858","doi":"10.1142/s0218127405013666","title":"BIFURCATION AND CHAOTIC MOTION OF AN ELASTIC PLATE OF LARGE DEFLECTION UNDER PARAMETRIC EXCITATION","year":2005,"lang":"en","type":"article","venue":"International Journal of Bifurcation and Chaos","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Bifurcation; Galerkin method; Chaotic; Parametric statistics; Excitation; Nonlinear system; Deflection (physics); Mathematics; Equations of motion; Multiple-scale analysis; Mathematical analysis; Saddle-node bifurcation; Mechanics; Classical mechanics; Control theory (sociology); Physics; Computer science","score_opus":0.0086309278914416,"score_gpt":0.2573588221903741,"score_spread":0.2487278942989325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043351858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98775405,0.000042600823,0.009960508,0.000059589038,0.000006234247,0.0000057829834,0.000015759722,0.000027354328,0.002128091],"genre_scores_gemma":[0.9991787,0.000017702538,0.00045900798,0.0000030914737,0.000001687263,0.0000028121574,0.0000068359577,0.0000020874754,0.00032807575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999484,0.000012767297,0.0000016646891,0.000009187034,0.000016403028,0.00001155456],"domain_scores_gemma":[0.9998952,0.000039391663,0.000025228464,0.0000127366175,0.0000122060765,0.000015191128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011502383,0.00021105303,0.00020977948,0.00024668942,0.00024210745,0.00020087561,0.00016486205,0.00032427412,0.000454458],"category_scores_gemma":[0.00031807568,0.00012235309,0.0001558637,0.0001089019,0.00069148815,0.00015766552,0.0003550637,0.00020022182,0.000058425947],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028803787,0.0000534779,0.006040272,0.00009912953,0.00006256137,0.002533681,0.0005888738,0.5713547,0.39384988,0.013821021,0.0004334328,0.010875035],"study_design_scores_gemma":[0.000010399537,0.00008456494,0.0055011613,0.0000063407015,0.000009739376,0.00024018895,0.00009802541,0.97835654,0.01362886,0.0018102581,0.00023571296,0.000018186287],"about_ca_topic_score_codex":0.00072731706,"about_ca_topic_score_gemma":0.00040116848,"teacher_disagreement_score":0.00072731706,"about_ca_system_score_codex":0.00016041208,"about_ca_system_score_gemma":0.00012035192,"threshold_uncertainty_score":0.0015202761},"labels":[],"label_agreement":null},{"id":"W2044380989","doi":"10.1155/2014/485630","title":"On the Dynamic Analysis of a Beam Carrying Multiple Mass-Spring-Mass-Damper System","year":2014,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto","funders":"","keywords":"Orthogonality; Vibration; Normal mode; Spring (device); Beam (structure); Modal analysis; Damper; Mode (computer interface); Tuned mass damper; Natural frequency; Modal; Mathematics; Mathematical analysis; Structural engineering; Physics; Engineering; Geometry; Computer science; Acoustics; Materials science","score_opus":0.005019940413573999,"score_gpt":0.1915512500445524,"score_spread":0.1865313096309784,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044380989","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4758243,0.00029352063,0.5176631,0.000096305834,0.00001548477,0.00003765303,0.00004644959,0.00009119036,0.0059320005],"genre_scores_gemma":[0.97460526,0.00027364457,0.02009305,0.000019440733,0.000009010868,0.0000375392,0.000033989218,0.00001426297,0.004913726],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999925,0.000016186614,0.0000019869253,0.000012640553,0.000033272467,0.000010908713],"domain_scores_gemma":[0.9999043,0.000052023563,0.000016325257,0.00000744623,0.00001570413,0.0000041699277],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016451393,0.00023040958,0.00027923143,0.00032555932,0.00018444376,0.00025117793,0.0001755267,0.00026616355,0.0016515778],"category_scores_gemma":[0.0003327679,0.00010457649,0.00024027581,0.00015465361,0.00034307703,0.00031406793,0.00026541165,0.00018259871,0.000110620786],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001172291,0.000042698357,0.0025198054,0.00017190135,0.00004722637,0.00047711137,0.00032023923,0.8008021,0.1176465,0.035257246,0.00027051757,0.042327393],"study_design_scores_gemma":[0.00000208718,0.00002844398,0.0010262851,0.0000040639125,0.0000034291975,0.00003947918,0.000024960498,0.995675,0.0015022969,0.0014570777,0.00023216417,0.0000047324056],"about_ca_topic_score_codex":0.0011641735,"about_ca_topic_score_gemma":0.0010434178,"teacher_disagreement_score":0.0016515778,"about_ca_system_score_codex":0.00011685971,"about_ca_system_score_gemma":0.00016310831,"threshold_uncertainty_score":0.005525112},"labels":[],"label_agreement":null},{"id":"W2044843341","doi":"10.1114/1.1321013","title":"The Effect of Sarcomere Shortening Velocity on Force Generation, Analysis, and Verification of Models for Crossbridge Dynamics","year":2000,"lang":"en","type":"article","venue":"Annals of Biomedical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Medical Research Council","keywords":"CrossBridge; Sarcomere; Dynamics (music); Mechanics; Physics; Muscle contraction; Medicine; Anatomy; Internal medicine; Acoustics","score_opus":0.012522262161325494,"score_gpt":0.2494875153064569,"score_spread":0.23696525314513142,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044843341","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7409898,0.00055750884,0.25508863,0.00028307465,0.00005145506,0.000024612711,0.000091057525,0.00038452027,0.0025292],"genre_scores_gemma":[0.9899025,0.00014750626,0.009349876,0.000011591195,0.0000059131894,0.000008215642,0.00003093421,0.00005955445,0.0004838147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972504,0.00010483583,0.000020039011,0.000041512023,0.00006714498,0.000041518513],"domain_scores_gemma":[0.99351984,0.0055102473,0.00026746915,0.0004236412,0.00021993271,0.00005885163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014116223,0.0006047699,0.0004742269,0.00032119852,0.0004627092,0.00065599417,0.00051778846,0.0009105973,0.0008145409],"category_scores_gemma":[0.009430065,0.00050946744,0.00048298048,0.00015836327,0.0005592747,0.00095232326,0.0004829547,0.0006626889,0.00016676803],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030947998,0.00007983184,0.0016669944,0.000074561205,0.000023762248,0.00016979432,0.00009519603,0.9342837,0.045045126,0.004473423,0.00013833107,0.013639767],"study_design_scores_gemma":[0.00000456431,0.000027486965,0.00031754965,0.0000024076046,0.000004435752,0.000015606629,0.0000036304582,0.9933276,0.0056365607,0.0006022515,0.000053530883,0.000004300735],"about_ca_topic_score_codex":0.002865384,"about_ca_topic_score_gemma":0.0021051923,"teacher_disagreement_score":0.002865384,"about_ca_system_score_codex":0.0004060926,"about_ca_system_score_gemma":0.000394731,"threshold_uncertainty_score":0.007465422},"labels":[],"label_agreement":null},{"id":"W2045118727","doi":"10.1115/detc2009-86114","title":"Nonlinear Vibrations and Stability of Shells Conveying Water Flow","year":2009,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mechanics; Nonlinear system; Physics; Vibration; Flow (mathematics); Inertia; Lyapunov exponent; Classical mechanics; Fluid dynamics","score_opus":0.007872530740415645,"score_gpt":0.20257538295632604,"score_spread":0.1947028522159104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045118727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9871399,0.00007488922,0.011164928,0.000039458046,0.0000040827244,0.000005168154,0.000013788371,0.000026009837,0.0015316153],"genre_scores_gemma":[0.99890625,0.000026376276,0.00054688344,0.0000025950699,0.0000014674077,0.000003692498,0.000009736818,0.000003918091,0.00049921963],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999554,0.000010167038,0.000002162599,0.000009085487,0.000013849407,0.000009346202],"domain_scores_gemma":[0.9998294,0.00007732937,0.000045634293,0.000008891591,0.000024678688,0.000014023299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016011622,0.00020977345,0.00015267325,0.00035398637,0.00022558363,0.00026432905,0.00016309213,0.00021524412,0.00087476685],"category_scores_gemma":[0.0009835304,0.000110204055,0.00015169114,0.00010784112,0.0007068032,0.00026637907,0.000348638,0.00014158216,0.0000972444],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00059767405,0.00009068397,0.010773415,0.00014986061,0.000046216766,0.0005111168,0.0008491846,0.5921643,0.34191945,0.020876931,0.0003763093,0.031644877],"study_design_scores_gemma":[0.000012281832,0.0000853418,0.0042256704,0.000005920817,0.000004885207,0.000048875954,0.00007598265,0.9841255,0.007966897,0.003307441,0.00012712386,0.0000141882065],"about_ca_topic_score_codex":0.0011959312,"about_ca_topic_score_gemma":0.00057268277,"teacher_disagreement_score":0.0011959312,"about_ca_system_score_codex":0.00022346366,"about_ca_system_score_gemma":0.00016750046,"threshold_uncertainty_score":0.0029263496},"labels":[],"label_agreement":null},{"id":"W2045245533","doi":"10.4236/ajcm.2014.43014","title":"Supersonic Flutter of a Spherical Shell Partially Filled with Fluid","year":2014,"lang":"en","type":"article","venue":"American Journal of Computational Mathematics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Flutter; Spherical shell; Finite element method; Shell (structure); Supersonic speed; Boundary value problem; Curvature; Aerodynamics; Aerodynamic force; Compressibility; Vibration; Mechanics; Physics; Mathematical analysis; Mathematics; Geometry; Materials science","score_opus":0.004432525691235164,"score_gpt":0.19651593608402204,"score_spread":0.19208341039278687,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045245533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8264473,0.00019121054,0.16914797,0.00007558828,0.000045675493,0.000042526117,0.000063643034,0.00018460615,0.0038014052],"genre_scores_gemma":[0.98319846,0.00008922904,0.014491579,0.000017746015,0.000006731453,0.000027641338,0.000056592722,0.000018610259,0.0020935126],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989045,0.000021217546,0.0000057628727,0.000021027869,0.00004141927,0.00002020588],"domain_scores_gemma":[0.99986196,0.00006448621,0.000022991886,0.000016678798,0.000020751835,0.000013069496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002421714,0.00046251228,0.0004938895,0.00034666352,0.00030725964,0.00041116806,0.00045053606,0.0007593148,0.00057979877],"category_scores_gemma":[0.00037998395,0.00020810482,0.0007323798,0.00012839584,0.0006742149,0.0003752579,0.000507034,0.00020862215,0.00011760377],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022026815,0.000076008604,0.0032689162,0.00015289457,0.000045574703,0.00087624806,0.00031086084,0.7920004,0.18341574,0.00291352,0.0002061263,0.016513372],"study_design_scores_gemma":[0.000005404692,0.00006508082,0.0008201358,0.000005057883,0.000006045393,0.000068595815,0.000039756782,0.98928934,0.009245572,0.00017538438,0.00026994705,0.00000952321],"about_ca_topic_score_codex":0.0023876943,"about_ca_topic_score_gemma":0.0018688376,"teacher_disagreement_score":0.0023876943,"about_ca_system_score_codex":0.00020060343,"about_ca_system_score_gemma":0.0003787141,"threshold_uncertainty_score":0.004747629},"labels":[],"label_agreement":null},{"id":"W2045543421","doi":"10.1016/j.engstruct.2014.11.045","title":"Failure analysis of guyed transmission lines during F2 tornado event","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tornado; Engineering; Structural engineering; Parametric statistics; Tower; Transmission tower; Meteorology; Mathematics; Physics; Statistics","score_opus":0.0016822751927084356,"score_gpt":0.17816099462291954,"score_spread":0.1764787194302111,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045543421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99690324,0.00004300702,0.0019353043,0.000019648915,0.000008543955,0.000008515988,0.00023876928,0.00006552206,0.00077746995],"genre_scores_gemma":[0.9992411,0.000010836416,0.00021563482,0.0000018487068,0.0000015377663,0.0000037757989,0.00013502024,0.000006548968,0.00038363365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998549,0.000017247517,0.000006662663,0.000037762653,0.000039435745,0.00004397085],"domain_scores_gemma":[0.9996768,0.00007650794,0.00004950731,0.000029443825,0.00012585644,0.000041905303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000260527,0.00054396514,0.00046122912,0.0013328749,0.0006290163,0.00038705987,0.0006302855,0.00077995,0.0020536948],"category_scores_gemma":[0.00060878426,0.00022111658,0.0004723213,0.0004524262,0.00035535695,0.0002691831,0.00019444348,0.00038340891,0.0003183241],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027631044,0.00048754667,0.27552703,0.00039317666,0.00031128727,0.008211822,0.0014556955,0.5591087,0.101213224,0.0014290687,0.0038574832,0.045241933],"study_design_scores_gemma":[0.00002606511,0.00045338235,0.34359646,0.000029915704,0.00008174135,0.0005132378,0.00084046304,0.64501816,0.008295373,0.00025965783,0.0008325629,0.000053039927],"about_ca_topic_score_codex":0.016249204,"about_ca_topic_score_gemma":0.011661208,"teacher_disagreement_score":0.016249204,"about_ca_system_score_codex":0.00042727753,"about_ca_system_score_gemma":0.00019618751,"threshold_uncertainty_score":0.032309234},"labels":[],"label_agreement":null},{"id":"W2045588363","doi":"10.1007/s10409-012-0010-1","title":"Free vibrations of beam-mass-spring systems: analytical analysis with numerical confirmation","year":2012,"lang":"en","type":"article","venue":"Acta Mechanica Sinica","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Boundary value problem; Beam (structure); Discretization; Mathematics; Ordinary differential equation; Partial differential equation; Mathematical analysis; Equations of motion; Differential equation; Vibration; Numerical analysis; Eigenfunction; Galerkin method; Dirac delta function; Eigenvalues and eigenvectors; Spring (device); Physics; Classical mechanics; Finite element method","score_opus":0.011881777610312678,"score_gpt":0.22383419832845314,"score_spread":0.21195242071814047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045588363","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26938975,0.0010566331,0.69887334,0.00048995117,0.00018276102,0.00010764139,0.000087707005,0.00026194492,0.029550275],"genre_scores_gemma":[0.9636261,0.00028113363,0.029379314,0.000044184282,0.00004267338,0.000058236994,0.000029704375,0.00004630071,0.0064923656],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996861,0.00010871563,0.000014477483,0.000027672466,0.00013580061,0.000027186084],"domain_scores_gemma":[0.9988463,0.000751906,0.0001138742,0.00009411324,0.00015261263,0.00004123479],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00091650797,0.0004788773,0.0005143775,0.00088623335,0.0006317502,0.00081246835,0.001069649,0.0010619643,0.0037841666],"category_scores_gemma":[0.0048239585,0.00036131922,0.00050291186,0.00042777372,0.0015116443,0.0009047803,0.00087132456,0.00075452647,0.00052727835],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024247034,0.00020143244,0.0018830611,0.0003524215,0.00005948083,0.00063254073,0.0006815909,0.6351897,0.02825846,0.28839135,0.0015687546,0.04253872],"study_design_scores_gemma":[0.000010392898,0.000021119256,0.00039084328,0.000010444925,0.0000049773453,0.000046843503,0.000029177529,0.9860284,0.0008060959,0.012263107,0.00037927667,0.000009319991],"about_ca_topic_score_codex":0.0017523434,"about_ca_topic_score_gemma":0.0015606364,"teacher_disagreement_score":0.0037841666,"about_ca_system_score_codex":0.00028942013,"about_ca_system_score_gemma":0.00058611226,"threshold_uncertainty_score":0.012659371},"labels":[],"label_agreement":null},{"id":"W2046097216","doi":"10.1115/imece2002-32212","title":"Stability of Empty and Fluid-Filled Circular Cylindrical Shells Subjected to Dynamic Axial Loads","year":2002,"lang":"en","type":"article","venue":"5th International Symposium on Fluid Structure Interaction, Aeroelasticity, and Flow Induced Vibration and Noise","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Ministero dell'Università e della Ricerca","keywords":"Rotational symmetry; Galerkin method; Shell (structure); Nonlinear system; Mechanics; Deflection (physics); Boundary value problem; Discretization; Physics; Oscillation (cell signaling); Stiffness; Classical mechanics; Mathematics; Mathematical analysis; Materials science","score_opus":0.011320134189671132,"score_gpt":0.23401347463655528,"score_spread":0.22269334044688416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046097216","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97262615,0.00015970814,0.023106068,0.000101518606,0.0000190738,0.00001552882,0.00005879022,0.00008148743,0.0038315828],"genre_scores_gemma":[0.9969746,0.00006381518,0.0009461723,0.000012003262,0.000003953872,0.000012638521,0.000036462046,0.000017980803,0.0019324126],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999824,0.00003533715,0.000007235395,0.000029018607,0.00006638391,0.00003801887],"domain_scores_gemma":[0.999542,0.00017460887,0.0001151145,0.00003351464,0.000078625926,0.000056183333],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003094719,0.00046248143,0.00044699342,0.00044886142,0.00045023448,0.0007478099,0.0004631721,0.0007324273,0.001022281],"category_scores_gemma":[0.0016529976,0.00024888085,0.00032462736,0.00014947793,0.0015396469,0.000536575,0.0009996464,0.00023008294,0.00018540067],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009890082,0.00007840486,0.00465354,0.00016800645,0.000070818234,0.0016187677,0.00067139644,0.7075722,0.25983876,0.012974194,0.000513605,0.010851394],"study_design_scores_gemma":[0.000021219805,0.00008574186,0.0022020026,0.000010500949,0.000007655546,0.00011217614,0.00012421339,0.9871832,0.008408699,0.0015633802,0.00025717812,0.000023965747],"about_ca_topic_score_codex":0.0034954934,"about_ca_topic_score_gemma":0.0012309367,"teacher_disagreement_score":0.0034954934,"about_ca_system_score_codex":0.00037490638,"about_ca_system_score_gemma":0.00049745786,"threshold_uncertainty_score":0.006950259},"labels":[],"label_agreement":null},{"id":"W2046192159","doi":"10.1016/j.microrel.2014.06.009","title":"Water absorption characterisation, electrical reliability and mechanical testing of a submerged laminated a-Si thin film photovoltaic (PV) cells","year":2014,"lang":"en","type":"article","venue":"Microelectronics Reliability","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"","keywords":"Photovoltaic system; Materials science; Absorption (acoustics); Reliability (semiconductor); Stiffness; Dirt; Composite material; Environmental science; Electrical engineering; Engineering; Mechanical engineering; Power (physics); Physics","score_opus":0.004832221064200352,"score_gpt":0.18564706918244414,"score_spread":0.18081484811824378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046192159","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983203,0.000088281595,0.0011636408,0.000013261303,0.000004680186,0.0000048253028,0.000103106766,0.000024301182,0.00027767394],"genre_scores_gemma":[0.9983082,0.00006722583,0.00084184296,0.000007162806,0.0000024615338,0.000008483975,0.000070209935,0.000008305332,0.0006861038],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998728,0.000010801981,0.0000073443066,0.00003202075,0.00005823713,0.000018710218],"domain_scores_gemma":[0.99981016,0.000051663494,0.000029786179,0.000023354882,0.00007381099,0.000011305839],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011883805,0.00018923703,0.00023704828,0.0002233269,0.00028635212,0.00023092996,0.00025159257,0.00035342242,0.00084009767],"category_scores_gemma":[0.00026542103,0.00015499684,0.00024242367,0.00024538935,0.00024272759,0.0002610325,0.00014123657,0.0003147871,0.00018362237],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038942024,0.0000109879375,0.00044339156,0.000015528272,0.0000034597608,0.00003680437,0.000041764677,0.0002664905,0.9978644,0.000011350526,0.00001836872,0.0012485764],"study_design_scores_gemma":[0.000004850553,0.0003639313,0.008570018,0.000003921136,0.000012278542,0.00006691602,0.00008833201,0.0026249178,0.9879218,0.000019197963,0.0003186004,0.000005230722],"about_ca_topic_score_codex":0.0015171581,"about_ca_topic_score_gemma":0.0016207534,"teacher_disagreement_score":0.0015171581,"about_ca_system_score_codex":0.00018711749,"about_ca_system_score_gemma":0.00013809612,"threshold_uncertainty_score":0.0030167103},"labels":[],"label_agreement":null},{"id":"W2047087486","doi":"10.1016/j.jsv.2013.11.023","title":"Galloping of iced quad-conductors bundles based on curved beam theory","year":2013,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Mitacs; National Natural Science Foundation of China","keywords":"Conductor; Finite element method; Beam (structure); Electrical conductor; Structural engineering; Bundle; Hinge; Coupling (piping); Mechanics; Physics; Engineering; Geometry; Mathematics; Materials science; Mechanical engineering; Electrical engineering","score_opus":0.010671526006240053,"score_gpt":0.21622266814790678,"score_spread":0.20555114214166673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047087486","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4220321,0.0009106153,0.52211297,0.00027482142,0.00031848392,0.000072574105,0.00015308899,0.0005720398,0.053553354],"genre_scores_gemma":[0.9763529,0.00027135422,0.011950573,0.000039685558,0.00003474102,0.00002033205,0.00006921522,0.00008122689,0.011180154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999157,0.000022831773,0.0000036116292,0.000018060386,0.000021959091,0.000017834018],"domain_scores_gemma":[0.9998375,0.000039225724,0.00002153763,0.00003069159,0.0000415697,0.000029426268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018236034,0.0005022697,0.00070848415,0.00068325683,0.0006331294,0.000916715,0.00074848934,0.0009074905,0.003562773],"category_scores_gemma":[0.00038093748,0.00029876688,0.00093236763,0.00040979986,0.0007550562,0.00086970924,0.0006278244,0.0004172251,0.00055759645],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040399985,0.00014384287,0.0039006805,0.00031163672,0.00015252488,0.0025405448,0.00096910313,0.7001858,0.06346591,0.19493161,0.0043988116,0.028595485],"study_design_scores_gemma":[0.000006452359,0.000028981409,0.0007723188,0.000016260397,0.000016945865,0.00011418737,0.00011007453,0.98824257,0.0010914734,0.0088058915,0.00077714643,0.000017740324],"about_ca_topic_score_codex":0.0013604953,"about_ca_topic_score_gemma":0.0016250019,"teacher_disagreement_score":0.003562773,"about_ca_system_score_codex":0.00029941674,"about_ca_system_score_gemma":0.00018838045,"threshold_uncertainty_score":0.011918664},"labels":[],"label_agreement":null},{"id":"W2047194045","doi":"10.1007/s11071-013-0765-3","title":"Nonlinear dynamics of an axially moving Timoshenko beam with an internal resonance","year":2013,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Timoshenko beam theory; Nonlinear system; Galerkin method; Mathematics; Discretization; Partial differential equation; Phase portrait; Mathematical analysis; Bifurcation; Ordinary differential equation; Inertia; Axial symmetry; Equations of motion; Beam (structure); Classical mechanics; Differential equation; Physics; Geometry","score_opus":0.004336455691445121,"score_gpt":0.20493276159478013,"score_spread":0.20059630590333502,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047194045","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8318678,0.0002678695,0.12231183,0.0008491052,0.00019980452,0.000063126565,0.00008578059,0.00013938139,0.044215314],"genre_scores_gemma":[0.98254794,0.00009518548,0.0060078525,0.0000871805,0.000041205745,0.000029618199,0.000031662978,0.00002492186,0.011134416],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988735,0.0000212816,0.0000039837428,0.000017493616,0.000047310983,0.000022663393],"domain_scores_gemma":[0.99980646,0.000048900816,0.000037971753,0.000012505858,0.000037645004,0.000056473054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028689427,0.00041278277,0.0003700998,0.00039639432,0.0006540324,0.0005193794,0.00050881546,0.0010449358,0.002941147],"category_scores_gemma":[0.00060469465,0.00020660736,0.00028273457,0.00029918217,0.0013081341,0.0007003263,0.0010755955,0.000634483,0.00037249847],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011307246,0.00033181492,0.0072201793,0.00031193817,0.00012263433,0.0054968526,0.0029671583,0.4428288,0.2891513,0.21131538,0.0030858226,0.036037292],"study_design_scores_gemma":[0.00003879653,0.00023026962,0.004886903,0.000022639291,0.000023951936,0.0004941602,0.00040672338,0.9778204,0.0074186306,0.0070306575,0.0015707059,0.000056168305],"about_ca_topic_score_codex":0.0015877101,"about_ca_topic_score_gemma":0.0008942808,"teacher_disagreement_score":0.002941147,"about_ca_system_score_codex":0.0002976047,"about_ca_system_score_gemma":0.00040466178,"threshold_uncertainty_score":0.009839177},"labels":[],"label_agreement":null},{"id":"W2047806529","doi":"10.1007/bf02486723","title":"Principal resonance in transverse nonlinear parametric vibration of an axially accelerating viscoelastic string","year":2004,"lang":"en","type":"article","venue":"Acta Mechanica Sinica","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Nonlinear system; Axial symmetry; Parametric oscillator; Parametric statistics; String (physics); Vibration; Mathematical analysis; Physics; Transverse plane; Viscoelasticity; Amplitude; Nonlinear resonance; Mathematics; Resonance (particle physics); Classical mechanics; Quantum mechanics","score_opus":0.01682770405793824,"score_gpt":0.24156852459827932,"score_spread":0.22474082054034109,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047806529","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93885255,0.00010844384,0.049218018,0.00016138465,0.00003077637,0.00001623678,0.000023529288,0.00009577769,0.0114932405],"genre_scores_gemma":[0.99659306,0.000040445953,0.0013516913,0.000009970686,0.000010937589,0.000005204486,0.000007518879,0.000014005314,0.0019671351],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999062,0.000024029985,0.0000028661625,0.000019874384,0.000029530962,0.00001744906],"domain_scores_gemma":[0.99965644,0.00016236996,0.000050366067,0.000026975573,0.000041653515,0.00006215169],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027371882,0.00028710635,0.00021431748,0.0005327838,0.00040721195,0.0003970151,0.0003008489,0.00055322296,0.0019749806],"category_scores_gemma":[0.0010367221,0.00018046678,0.00017375393,0.00023527622,0.0010254219,0.00045656608,0.00064055383,0.00040992507,0.00026086878],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0025084163,0.00024917658,0.0075402744,0.00032247615,0.00006323152,0.00583599,0.0046899556,0.108910516,0.70026445,0.123411514,0.0014145459,0.044789493],"study_design_scores_gemma":[0.000046687466,0.0005727911,0.015574568,0.000032829725,0.000047395286,0.0015885377,0.00083013595,0.9299482,0.028417824,0.021495353,0.0013741271,0.00007164984],"about_ca_topic_score_codex":0.00042825437,"about_ca_topic_score_gemma":0.0002482353,"teacher_disagreement_score":0.0019749806,"about_ca_system_score_codex":0.00013520326,"about_ca_system_score_gemma":0.00011151477,"threshold_uncertainty_score":0.0066069365},"labels":[],"label_agreement":null},{"id":"W2047835010","doi":"10.1007/s11071-015-1968-6","title":"Thermo-mechanical dynamics of three-dimensional axially moving beams","year":2015,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"University of Wollongong","keywords":"Nonlinear system; Partial differential equation; Galerkin method; Mathematics; Mathematical analysis; Ordinary differential equation; Axial symmetry; Equations of motion; Numerical partial differential equations; Differential equation; Discretization; Numerical continuation; Classical mechanics; Physics; Bifurcation; Geometry","score_opus":0.01283561483570406,"score_gpt":0.22142097879482525,"score_spread":0.2085853639591212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047835010","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83271754,0.0005862744,0.13571842,0.0008995989,0.000111642534,0.000058359845,0.00016236535,0.000114033115,0.029631762],"genre_scores_gemma":[0.9882449,0.0002120772,0.004249526,0.000104415485,0.000024393727,0.000034577886,0.000038420734,0.000021246415,0.0070704473],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9999194,0.00001533556,0.000003189173,0.000009456375,0.000035063462,0.000017559481],"domain_scores_gemma":[0.99984574,0.00005013434,0.000031359206,0.000012201829,0.000032701908,0.000027920918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023330508,0.00021971234,0.00021812931,0.00036526326,0.00046112842,0.00064969726,0.00034875533,0.0005966213,0.0027327973],"category_scores_gemma":[0.0006085273,0.00020003482,0.00020904587,0.00030680562,0.0011272018,0.0006950142,0.0006467433,0.00041706144,0.00030332746],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034280223,0.00018030545,0.0066230013,0.00011599106,0.00006124074,0.0007530474,0.0011789089,0.6517876,0.12546596,0.18759347,0.0013750176,0.024522653],"study_design_scores_gemma":[0.000015503936,0.000040498682,0.0067045162,0.00001107693,0.0000074330405,0.00011403874,0.00015776927,0.97461534,0.0031358786,0.0143495165,0.00081626954,0.00003213342],"about_ca_topic_score_codex":0.002118278,"about_ca_topic_score_gemma":0.0019656883,"teacher_disagreement_score":0.0027327973,"about_ca_system_score_codex":0.0003248258,"about_ca_system_score_gemma":0.00045828475,"threshold_uncertainty_score":0.009142101},"labels":[],"label_agreement":null},{"id":"W2047854767","doi":"10.1177/0954406212452064","title":"Aeolian vibration of a single conductor with a Stockbridge damper","year":2012,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part C Journal of Mechanical Engineering Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Conductor; Structural engineering; Vibration; Damper; Tuned mass damper; Rigidity (electromagnetism); Finite element method; Engineering; Physics; Acoustics; Materials science; Composite material","score_opus":0.012859753238264783,"score_gpt":0.2087231846566177,"score_spread":0.19586343141835294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047854767","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9894588,0.00007058736,0.008022281,0.000050846575,0.000019153926,0.0000067232054,0.000026344513,0.00004697394,0.0022983344],"genre_scores_gemma":[0.9980434,0.000027734568,0.00068693946,0.000007751245,0.0000037390355,0.0000030877993,0.000015669882,0.0000029334342,0.00120883],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998834,0.000018089795,0.000003851672,0.00004135381,0.000032286705,0.000021021866],"domain_scores_gemma":[0.9998914,0.000039578663,0.00002270725,0.000012125858,0.000015716663,0.000018372222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019449483,0.0003495597,0.00033076358,0.00018709127,0.00019979427,0.00038330417,0.00046799384,0.0008342707,0.0018917037],"category_scores_gemma":[0.0003457768,0.00013123086,0.00020685159,0.00012345742,0.00057029584,0.00034405765,0.0005331841,0.00018126455,0.00028681278],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010711512,0.000092580216,0.006569781,0.00022051018,0.0000719367,0.0029042794,0.0010605542,0.17377688,0.7908317,0.0044592205,0.0006344727,0.018307064],"study_design_scores_gemma":[0.00009657611,0.0013362648,0.01911971,0.000039109498,0.000055513334,0.0006113101,0.00083597115,0.91705674,0.05672074,0.0017057705,0.0023709014,0.000051387637],"about_ca_topic_score_codex":0.000834551,"about_ca_topic_score_gemma":0.000501331,"teacher_disagreement_score":0.0018917037,"about_ca_system_score_codex":0.00021583065,"about_ca_system_score_gemma":0.00011660558,"threshold_uncertainty_score":0.006328404},"labels":[],"label_agreement":null},{"id":"W2048064945","doi":"10.1006/jfls.2002.0441","title":"SELF-EXCITED VIBRATION OF A CONTROL VALVE DUE TO FLUID–STRUCTURE INTERACTION","year":2002,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto","funders":"","keywords":"Piping; Water hammer; Vibration; Engineering; Displacement (psychology); Fluid–structure interaction; Structural engineering; Control valves; Fluid dynamics; Mechanics; Mechanical engineering; Control theory (sociology); Physics; Acoustics; Finite element method; Computer science","score_opus":0.004380353047002285,"score_gpt":0.20224030901369994,"score_spread":0.19785995596669764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048064945","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9786816,0.000074550284,0.016762877,0.00016199067,0.0000819599,0.000015293655,0.000018550452,0.00019258143,0.0040105395],"genre_scores_gemma":[0.9987526,0.0000074757418,0.0004485764,0.000011416497,0.0000087136705,0.0000022968684,0.000005928876,0.000011341024,0.000751725],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998153,0.000033581207,0.0000071305667,0.00003696569,0.000064423395,0.00004250304],"domain_scores_gemma":[0.99961144,0.0001726508,0.00003320733,0.000034227705,0.000042483272,0.00010590712],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028717096,0.00024959707,0.0005736,0.00031868636,0.00056524255,0.00051979785,0.0005532285,0.0010145071,0.0025734163],"category_scores_gemma":[0.0007403193,0.00026238314,0.0003375632,0.000108630986,0.0012081014,0.0004180954,0.0007242758,0.00054226845,0.00014886487],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030111524,0.00053154764,0.008959377,0.0002733854,0.00018541327,0.008541991,0.0017018227,0.13325447,0.7975296,0.0136772515,0.001500716,0.030833406],"study_design_scores_gemma":[0.00015197082,0.0006635503,0.021013953,0.000016483576,0.000044734592,0.00096321956,0.00025755187,0.92914754,0.044198733,0.0024715678,0.000994043,0.00007664979],"about_ca_topic_score_codex":0.00072931213,"about_ca_topic_score_gemma":0.00036207953,"teacher_disagreement_score":0.0025734163,"about_ca_system_score_codex":0.00028434332,"about_ca_system_score_gemma":0.00023866295,"threshold_uncertainty_score":0.008608997},"labels":[],"label_agreement":null},{"id":"W2048779978","doi":"10.1115/1.4005539","title":"Vibration Characteristics of Rotating Thin Disks—Part I: Experimental Results","year":2012,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Mechanics; Critical speed; Physics; Vibration; Nonlinear system; Isotropy; Stiffness; Rotational speed; Natural frequency; Rotation (mathematics); Classical mechanics; Acoustics; Optics; Geometry; Mathematics","score_opus":0.010704968507473864,"score_gpt":0.22223657857858312,"score_spread":0.21153161007110927,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048779978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99631256,0.0003777007,0.0024668542,0.000017954731,0.000008859607,0.00004128472,0.00014647804,0.000052947114,0.0005752869],"genre_scores_gemma":[0.9943416,0.0003220201,0.004126268,0.000018436614,0.000011362749,0.000059601996,0.00022972866,0.000015275427,0.00087563903],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996258,0.000047572885,0.00004111158,0.0000955891,0.00013710251,0.000052796615],"domain_scores_gemma":[0.99882776,0.00043257192,0.0001845774,0.00022220438,0.00025610035,0.00007683881],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045574404,0.00052075327,0.0006344489,0.00052172854,0.0005782088,0.0002506239,0.0005224895,0.0005968118,0.001921846],"category_scores_gemma":[0.00095547835,0.00024440777,0.00024365321,0.00037666733,0.00050355174,0.000379932,0.0003517163,0.00034202728,0.0004492159],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039825906,0.00017542612,0.0011962212,0.00012296056,0.000005977861,0.00009495296,0.000182681,0.0006508383,0.99178183,0.000045011537,0.000038825652,0.005306899],"study_design_scores_gemma":[0.000060260405,0.0039691995,0.017558314,0.000024755547,0.00003642319,0.00025486856,0.00033318697,0.0028399732,0.97398823,0.00008132707,0.0008186489,0.00003477034],"about_ca_topic_score_codex":0.00047427503,"about_ca_topic_score_gemma":0.000284458,"teacher_disagreement_score":0.001921846,"about_ca_system_score_codex":0.0001584335,"about_ca_system_score_gemma":0.00010660581,"threshold_uncertainty_score":0.0064291954},"labels":[],"label_agreement":null},{"id":"W2049205241","doi":"10.1115/imece2012-87202","title":"Bifurcation Analysis of Parametrically Excited Moving String With Aerodynamic Forces","year":2012,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Bifurcation; Aerodynamics; String (physics); Flutter; Aerodynamic force; Mechanics; Classical mechanics; Physics; Mathematical analysis; Parametric equation; Parametric statistics; Amplitude; Mathematics; Nonlinear system; Geometry; Mathematical physics","score_opus":0.006318710707825858,"score_gpt":0.20468056377146696,"score_spread":0.1983618530636411,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049205241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7533892,0.0004959597,0.22923005,0.0003085625,0.000055073666,0.00003314496,0.000054311586,0.00016654839,0.016267238],"genre_scores_gemma":[0.9959341,0.00009199953,0.002495107,0.000011011579,0.00001001404,0.000014546546,0.000016856016,0.00000842336,0.0014178813],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993014,0.000019124189,0.0000033005572,0.000011424192,0.000023656377,0.000012311828],"domain_scores_gemma":[0.9998871,0.00004111048,0.000028131784,0.000012069055,0.000020873455,0.000010708327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018855135,0.00021715193,0.0003273389,0.0004543718,0.00033596516,0.0003160269,0.00024316282,0.00050185766,0.0009320199],"category_scores_gemma":[0.00043312478,0.00015295358,0.00040118588,0.00015793063,0.0003931033,0.00029947524,0.00037031053,0.00025747562,0.00009151677],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002221902,0.000050268285,0.003452422,0.00013243209,0.00009015681,0.001350857,0.0006076376,0.7094485,0.11547162,0.14743678,0.0010241268,0.020712998],"study_design_scores_gemma":[0.0000038426138,0.000020165755,0.00061030214,0.0000033291194,0.000004440466,0.00006058315,0.000019122419,0.99291444,0.0010368248,0.0051524197,0.00016799357,0.000006478412],"about_ca_topic_score_codex":0.00083843863,"about_ca_topic_score_gemma":0.0003328888,"teacher_disagreement_score":0.0009320199,"about_ca_system_score_codex":0.00033166952,"about_ca_system_score_gemma":0.00015509443,"threshold_uncertainty_score":0.0031178594},"labels":[],"label_agreement":null},{"id":"W2049785801","doi":"10.1115/1.4025997","title":"Numerical Investigation of the Flutter of a Spherical Shell","year":2013,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Flutter; Aeroelasticity; Finite element method; Spherical shell; Shell (structure); Boundary value problem; Curvature; Supersonic speed; Numerical analysis; Aerodynamics; Mathematical analysis; Mathematics; Structural engineering; Mechanics; Physics; Geometry; Engineering","score_opus":0.0054469766123491645,"score_gpt":0.1836856423059435,"score_spread":0.17823866569359434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049785801","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9117026,0.00025714337,0.077034205,0.00018346982,0.000053545027,0.000045801586,0.000118787924,0.00023365258,0.010370902],"genre_scores_gemma":[0.98933685,0.00008064095,0.008479048,0.000017279639,0.000006754772,0.000019622792,0.000052591,0.00002086669,0.001986319],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998827,0.000025465108,0.000006028608,0.000016434235,0.000044875964,0.00002448033],"domain_scores_gemma":[0.99972326,0.00014250944,0.000038798073,0.000025602074,0.00004762128,0.000022148846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035550707,0.00035774996,0.00045579902,0.000454881,0.0004528869,0.0004201785,0.0004028395,0.00091037,0.0010793925],"category_scores_gemma":[0.0010072461,0.00018341465,0.00058725436,0.0002434131,0.0007532803,0.00031254013,0.0005100447,0.00026086977,0.00013168412],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001165595,0.000035966234,0.0024829286,0.00010152625,0.00002378055,0.00059013884,0.00017771625,0.9555155,0.03266244,0.0025868798,0.00020308011,0.005503582],"study_design_scores_gemma":[0.0000044833682,0.000027450948,0.0004922015,0.000003571802,0.000003443158,0.000041307987,0.00002915791,0.9976997,0.0014379359,0.00010891823,0.00014797671,0.000003968928],"about_ca_topic_score_codex":0.0049740523,"about_ca_topic_score_gemma":0.0026604068,"teacher_disagreement_score":0.0049740523,"about_ca_system_score_codex":0.00027256334,"about_ca_system_score_gemma":0.00039861625,"threshold_uncertainty_score":0.009890258},"labels":[],"label_agreement":null},{"id":"W2049869796","doi":"10.1115/detc2011-48305","title":"Design and Simulation of a Compact Electromagnetic Actuator for the Synchronized Segmentally Interchanging Pulley Transmission System (SSIPTS)","year":2011,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Multiphysics; Actuator; Finite element method; Mechanical engineering; Pulley; Electromagnetic coil; Magnet; Optimal design; Transmission (telecommunications); Voice coil; Process (computing); Computer science; Engineering; Control theory (sociology); Structural engineering; Electrical engineering","score_opus":0.020152688763634692,"score_gpt":0.21939639536159022,"score_spread":0.19924370659795554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049869796","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40522096,0.0003066816,0.56887525,0.00033200032,0.000103730505,0.00020476918,0.00041730303,0.0008887399,0.023650566],"genre_scores_gemma":[0.9143855,0.00014367216,0.0802019,0.000024267878,0.000010029546,0.0002535591,0.00016379125,0.00005648088,0.0047607757],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991965,0.00001495689,0.0000038185867,0.000013416607,0.000036613204,0.000011578838],"domain_scores_gemma":[0.99990463,0.000040826846,0.000019085403,0.000009989517,0.000018149554,0.0000072947832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017962813,0.0003173714,0.000351576,0.00016421631,0.00025678502,0.00034661326,0.0003771256,0.0006077283,0.0025054477],"category_scores_gemma":[0.0002875526,0.00021557296,0.00035893163,0.00011371752,0.00027645004,0.0002987982,0.00020169781,0.00022456855,0.00021098743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059989405,0.000024117731,0.0005429814,0.00009767999,0.000017423781,0.00013470264,0.000068522204,0.9647491,0.025687246,0.0024548587,0.00028685993,0.005876591],"study_design_scores_gemma":[0.000010331224,0.000040034636,0.00021478685,0.000003339344,0.0000049801174,0.000019956637,0.000010867354,0.9957873,0.0027527858,0.00016767897,0.0009848656,0.0000031195498],"about_ca_topic_score_codex":0.0013253764,"about_ca_topic_score_gemma":0.001561735,"teacher_disagreement_score":0.0025054477,"about_ca_system_score_codex":0.00024350503,"about_ca_system_score_gemma":0.0004990513,"threshold_uncertainty_score":0.008381546},"labels":[],"label_agreement":null},{"id":"W2049920714","doi":"10.1016/j.chaos.2013.03.005","title":"Two-dimensional nonlinear dynamics of an axially moving viscoelastic beam with time-dependent axial speed","year":2013,"lang":"en","type":"article","venue":"Chaos Solitons & Fractals","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Ordinary differential equation; Mathematical analysis; Mathematics; Axial symmetry; Galerkin method; Equations of motion; Time derivative; Phase portrait; Differential equation; Partial differential equation; Bifurcation; Classical mechanics; Physics; Geometry","score_opus":0.0045343732999803205,"score_gpt":0.20876208634413707,"score_spread":0.20422771304415674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049920714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95621705,0.0001861505,0.03374725,0.00037898088,0.000053336873,0.00003779616,0.000083010564,0.000073047624,0.009223374],"genre_scores_gemma":[0.9894174,0.00013641838,0.0048215976,0.00006318492,0.000024258436,0.000027900713,0.000052229392,0.000015676322,0.0054413253],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991953,0.000016034743,0.0000038260882,0.000015813057,0.000028473629,0.000016254107],"domain_scores_gemma":[0.99970216,0.00011383599,0.000053472133,0.000018287223,0.00005710816,0.000055078155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021087138,0.00031320378,0.00030680944,0.0004984328,0.00048741788,0.000606878,0.0003922603,0.0007820119,0.0020016865],"category_scores_gemma":[0.00072952907,0.00022435476,0.00022363909,0.00039513968,0.00089033996,0.0009257871,0.00062636187,0.0004742931,0.00018279992],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010018314,0.00048159287,0.012502368,0.00027094662,0.00016877808,0.0028929817,0.0017748851,0.41544908,0.45143443,0.08691403,0.0013147478,0.02579436],"study_design_scores_gemma":[0.000035463636,0.00013390309,0.007351667,0.0000139031445,0.000020365733,0.00020501742,0.00014189418,0.9835861,0.005156975,0.0028199402,0.0004836001,0.000051160838],"about_ca_topic_score_codex":0.0014728177,"about_ca_topic_score_gemma":0.00083917566,"teacher_disagreement_score":0.0020016865,"about_ca_system_score_codex":0.00030742108,"about_ca_system_score_gemma":0.00032531485,"threshold_uncertainty_score":0.006696284},"labels":[],"label_agreement":null},{"id":"W2050088513","doi":"10.5539/ass.v5n7p180","title":"Study on the Balloon Ring Follow-up Device Control System of Spinning Machine","year":2009,"lang":"en","type":"article","venue":"Asian Social Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Spinning; Ring (chemistry); Computer science; Process (computing); Yarn; Control system; Balloon; Controller (irrigation); Programmable logic controller; Mechanical engineering; Operating system; Engineering; Electrical engineering; Medicine; Surgery","score_opus":0.009842353124516937,"score_gpt":0.24441340691574337,"score_spread":0.23457105379122645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050088513","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8434855,0.0011339851,0.14206673,0.0002524164,0.00015657234,0.00017600477,0.00004955323,0.00046781238,0.012211491],"genre_scores_gemma":[0.9898344,0.00020738371,0.0069141025,0.000031992688,0.000026961927,0.000038066744,0.000033664182,0.000010776088,0.0029025697],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994578,0.00010253216,0.000024387407,0.00012461982,0.00023501673,0.000055563614],"domain_scores_gemma":[0.9994825,0.00018142907,0.0000403187,0.000049256403,0.0002144984,0.000032056614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004843816,0.00022128788,0.00033435252,0.00029946357,0.00038325615,0.0005387073,0.00044968456,0.0004684783,0.0024822447],"category_scores_gemma":[0.0010533651,0.00013694505,0.00020616324,0.00014618435,0.00024635965,0.00046298452,0.00016233779,0.00017537363,0.00032352007],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020160112,0.0003885987,0.020451704,0.00069345883,0.000085621774,0.0013202714,0.0026610792,0.011347237,0.69198006,0.0072651096,0.0023285593,0.2594623],"study_design_scores_gemma":[0.00059014885,0.009618731,0.0987646,0.00018692866,0.00038490555,0.0029422692,0.0014171536,0.38665667,0.45912984,0.0020387715,0.038068883,0.00020116771],"about_ca_topic_score_codex":0.00123871,"about_ca_topic_score_gemma":0.00067673717,"teacher_disagreement_score":0.0024822447,"about_ca_system_score_codex":0.00022934134,"about_ca_system_score_gemma":0.00031524542,"threshold_uncertainty_score":0.008303881},"labels":[],"label_agreement":null},{"id":"W2050503192","doi":"10.1142/s021945540200049x","title":"TRANSIENT RESPONSE OF VISCOELASTIC MOVING BELTS USING BLOCK-BY-BLOCK METHOD","year":2002,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Viscoelasticity; Eigenfunction; Transient (computer programming); Block (permutation group theory); Transient response; Constitutive equation; Differential equation; Mathematical analysis; Amplitude; Mechanics; Integral equation; Integral transform; Standard linear solid model; Mathematics; Classical mechanics; Physics; Structural engineering; Eigenvalues and eigenvectors; Geometry; Engineering; Computer science; Finite element method; Optics","score_opus":0.011852574403474555,"score_gpt":0.25229110198259186,"score_spread":0.2404385275791173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050503192","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17194712,0.0002278558,0.82267284,0.0001028487,0.00003457639,0.000054379023,0.000051654944,0.0007438721,0.0041648108],"genre_scores_gemma":[0.90245867,0.00020859922,0.09336269,0.00002263316,0.000008075937,0.00007086308,0.000082183265,0.000071995564,0.0037143666],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999292,0.000017951212,0.000002971877,0.000008404021,0.000034257955,0.0000072777084],"domain_scores_gemma":[0.9998684,0.00006621342,0.000018819494,0.000016205357,0.000023622095,0.0000067691863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023129111,0.00022961134,0.00028889906,0.00013987301,0.00014280624,0.0002010862,0.00031201998,0.000368532,0.002898492],"category_scores_gemma":[0.00043605434,0.00012535974,0.00016114672,0.00020021648,0.0001506869,0.00036979897,0.00015442653,0.00023120183,0.00039842093],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043062575,0.00012474961,0.0008558574,0.00021199122,0.000031553947,0.00017820492,0.00027945414,0.46561864,0.4151187,0.014386477,0.0008906662,0.101872966],"study_design_scores_gemma":[0.000004021744,0.00003072434,0.00013547824,0.0000020647212,0.0000019654042,0.000009587375,0.0000047852805,0.9933559,0.0058928737,0.0002247246,0.0003352246,0.0000027168062],"about_ca_topic_score_codex":0.0009708655,"about_ca_topic_score_gemma":0.00069546007,"teacher_disagreement_score":0.002898492,"about_ca_system_score_codex":0.00016711869,"about_ca_system_score_gemma":0.0001856586,"threshold_uncertainty_score":0.009696424},"labels":[],"label_agreement":null},{"id":"W2050591096","doi":"10.1098/rsta.2012.0474","title":"Reduced-order models for nonlinear vibrations, based on natural modes: the case of the circular cylindrical shell","year":2013,"lang":"en","type":"article","venue":"Philosophical Transactions of the Royal Society A Mathematical Physical and Engineering Sciences","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Discretization; Nonlinear system; Vibration; Shell (structure); Degrees of freedom (physics and chemistry); Natural frequency; Reduction (mathematics); Shell theory; Mathematics; Normal mode; Mathematical analysis; Geometry; Physics; Engineering; Acoustics; Mechanical engineering","score_opus":0.014605682028779446,"score_gpt":0.22453460925765484,"score_spread":0.2099289272288754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050591096","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.097608216,0.0008212357,0.87951064,0.00040291317,0.000102697784,0.000038800805,0.00009579682,0.00017568792,0.021244073],"genre_scores_gemma":[0.905049,0.00081619096,0.07567362,0.000115741386,0.00007266996,0.000125147,0.00012024508,0.00009961559,0.017927684],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987566,0.00004302675,0.0000047212284,0.000012832968,0.000049844784,0.000013884113],"domain_scores_gemma":[0.9997924,0.00006249414,0.00003670682,0.000050776856,0.00003955516,0.000018122024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003393676,0.00047235817,0.0004263424,0.0003363637,0.0002717724,0.0006079113,0.0008777145,0.00071055256,0.0009612766],"category_scores_gemma":[0.0008346241,0.00022783749,0.0007525668,0.00021900458,0.0009007256,0.00083505607,0.0005760328,0.00066057366,0.00036062597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053338867,0.000052161937,0.00035451617,0.00009607948,0.000016234933,0.00017171311,0.00025736465,0.6657632,0.01203131,0.3129042,0.0011009885,0.00719888],"study_design_scores_gemma":[0.0000037750399,0.000014431143,0.00006956587,0.000004062273,0.0000020017983,0.000018659246,0.000013857583,0.9775555,0.00025321616,0.021355381,0.0007033735,0.0000061988717],"about_ca_topic_score_codex":0.0022857743,"about_ca_topic_score_gemma":0.0023310303,"teacher_disagreement_score":0.0022857743,"about_ca_system_score_codex":0.00037068297,"about_ca_system_score_gemma":0.00033688036,"threshold_uncertainty_score":0.0045449734},"labels":[],"label_agreement":null},{"id":"W2050647705","doi":"10.4271/2013-01-0819","title":"Development of an Analytical Modeling Method and Testing Procedures to Aid in the Design of Cardan Joints for Front Steerable Beam Axles","year":2013,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Chrysler (Canada)","funders":"","keywords":"Axle; Beam (structure); Front (military); Engineering; Universal joint; Computer science; Mechanical engineering; Structural engineering","score_opus":0.03141028168467476,"score_gpt":0.27092267524695135,"score_spread":0.2395123935622766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050647705","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009028073,0.000043092445,0.9880965,0.000040215367,0.00001563792,0.00012885041,0.000039416478,0.0006765,0.0019317245],"genre_scores_gemma":[0.2040591,0.0001703154,0.7922828,0.000027462616,0.000009730369,0.00030949974,0.00011507028,0.0001255469,0.0029004898],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99946517,0.00006397942,0.000027535474,0.000058617945,0.0003547005,0.000030077284],"domain_scores_gemma":[0.99927896,0.00018350055,0.0000854013,0.000119677876,0.00031321993,0.000019322675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009852424,0.0009234028,0.0004503523,0.00070263,0.00054098293,0.0006898748,0.001111034,0.0005241907,0.0024951939],"category_scores_gemma":[0.0017274801,0.00060001,0.0003866457,0.000339956,0.00046287884,0.00074188365,0.00034483595,0.000568094,0.00091979734],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008215588,0.00024044066,0.0028910362,0.0003099499,0.00003652828,0.00024916008,0.00056969945,0.5012462,0.2505086,0.032698642,0.002601923,0.20856561],"study_design_scores_gemma":[0.00000949945,0.00015681653,0.0004240999,0.000021254933,0.000015157915,0.000096984804,0.00005169707,0.9491832,0.040069785,0.0011819653,0.008760753,0.00002871977],"about_ca_topic_score_codex":0.0047996636,"about_ca_topic_score_gemma":0.0063540437,"teacher_disagreement_score":0.0047996636,"about_ca_system_score_codex":0.0006978618,"about_ca_system_score_gemma":0.0023851534,"threshold_uncertainty_score":0.0095434785},"labels":[],"label_agreement":null},{"id":"W2051498251","doi":"10.1016/j.engstruct.2011.02.022","title":"Accurate modeling of joint effects in lattice transmission towers","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":135,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Central University Basic Research Fund of China; Fundamental Research Funds for the Central Universities; China Electric Power Research Institute","keywords":"Slippage; Transmission tower; Structural engineering; Truss; Failure mode and effects analysis; Lattice (music); Power transmission; Engineering; Joint (building); Power (physics); Tower; Physics","score_opus":0.01072605237380066,"score_gpt":0.19418441289701355,"score_spread":0.18345836052321288,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051498251","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38550636,0.0005408216,0.58993405,0.00019788156,0.00009138687,0.000037342532,0.00019843395,0.0007150925,0.022778576],"genre_scores_gemma":[0.98576087,0.00013655085,0.01101608,0.000015807933,0.000014900341,0.000016319704,0.000050662245,0.000075256794,0.0029134795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996966,0.00008082781,0.000010956729,0.000034230852,0.00013257068,0.000044857985],"domain_scores_gemma":[0.9995553,0.00019788776,0.00005832455,0.0000648702,0.00008697779,0.000036654634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032200242,0.00053423515,0.0006918603,0.00038888122,0.00046984747,0.00086593354,0.0010986065,0.0013047141,0.0016104539],"category_scores_gemma":[0.0015960436,0.0005746015,0.00039290884,0.0005402618,0.0006808025,0.0012256387,0.0005912376,0.0006721187,0.00047289048],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012118981,0.000011046903,0.00021537038,0.0000081459575,0.0000035951985,0.000027815224,0.000016892327,0.99514645,0.0018031367,0.001219313,0.00006013104,0.0014758783],"study_design_scores_gemma":[0.0000019109955,0.000005190539,0.000094452305,0.0000011318192,0.0000013577584,0.0000051132797,0.0000055345868,0.9993561,0.00022948968,0.00022262214,0.0000750397,0.0000021212263],"about_ca_topic_score_codex":0.010679894,"about_ca_topic_score_gemma":0.009398395,"teacher_disagreement_score":0.010679894,"about_ca_system_score_codex":0.0005577115,"about_ca_system_score_gemma":0.0006733712,"threshold_uncertainty_score":0.021235466},"labels":[],"label_agreement":null},{"id":"W2052641493","doi":"10.1115/1.4029526","title":"Nonlinear Dynamics of Stockbridge Dampers","year":2015,"lang":"en","type":"article","venue":"Journal of Dynamic Systems Measurement and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto","funders":"","keywords":"Damper; Nonlinear system; Equations of motion; Boundary value problem; Dynamics (music); Physics; Cantilever; Structural engineering; Control theory (sociology); Classical mechanics; Engineering; Mathematics; Mathematical analysis; Computer science; Acoustics","score_opus":0.016112710545783303,"score_gpt":0.20579584706550794,"score_spread":0.18968313651972463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052641493","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7854902,0.0008939727,0.1720012,0.00039675587,0.00007362793,0.000057382407,0.0001719014,0.0002062565,0.04070874],"genre_scores_gemma":[0.9863325,0.00025844653,0.0026167766,0.000026810741,0.000014681732,0.00002000289,0.000037871025,0.000007925739,0.010684958],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999311,0.000011831423,0.0000027908752,0.000014740924,0.000029995781,0.000009536853],"domain_scores_gemma":[0.99994504,0.0000158875,0.000016543845,0.0000041141593,0.000012808157,0.000005635313],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008991705,0.00028823383,0.00015159817,0.000253336,0.00024120935,0.00043478113,0.0003206435,0.00041675463,0.0030471582],"category_scores_gemma":[0.00025521903,0.00012213032,0.00014611718,0.00012468213,0.00039203395,0.0004558127,0.00042557533,0.0002278642,0.0002766578],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018857337,0.000062618674,0.004886053,0.00023901316,0.000040049734,0.00087743567,0.0010728517,0.7067033,0.15984578,0.08722684,0.0014813627,0.037376035],"study_design_scores_gemma":[0.000013787459,0.00006454627,0.002433064,0.000012302412,0.0000062102176,0.000112221795,0.00010731097,0.9835903,0.0036241796,0.0071038157,0.0029146802,0.00001755871],"about_ca_topic_score_codex":0.0036834788,"about_ca_topic_score_gemma":0.0023891542,"teacher_disagreement_score":0.0036834788,"about_ca_system_score_codex":0.00028070458,"about_ca_system_score_gemma":0.00021196577,"threshold_uncertainty_score":0.010193765},"labels":[],"label_agreement":null},{"id":"W2052835219","doi":"10.1007/s10778-008-0071-9","title":"Nonlinear equations of flexural-flexural-torsional oscillations of rotating beamswith arbitrary cross-section","year":2008,"lang":"en","type":"article","venue":"International Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal","funders":"","keywords":"Flexural strength; Nonlinear system; Cantilever; Beam (structure); Physics; Vibration; Structural engineering; Classical mechanics; Mechanics; Engineering; Acoustics; Optics","score_opus":0.015579882295203056,"score_gpt":0.2454267803713685,"score_spread":0.22984689807616546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052835219","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2419131,0.0047212024,0.6552048,0.0042670653,0.0009699879,0.0002932086,0.000934655,0.00022399182,0.09147201],"genre_scores_gemma":[0.839959,0.0025149237,0.040218104,0.00054302695,0.0004349339,0.00035397365,0.0005556331,0.0002188571,0.11520156],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9996686,0.00008582871,0.000021113055,0.00006112832,0.00012271319,0.000040665287],"domain_scores_gemma":[0.99932885,0.00025457932,0.0001064811,0.00005816083,0.00018224023,0.00006969017],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010216526,0.00086258195,0.000680376,0.0011503614,0.0007102171,0.0010642654,0.0015751176,0.002376379,0.0056075235],"category_scores_gemma":[0.0031809576,0.0007189863,0.00081439223,0.0009281465,0.0017151657,0.0024096144,0.0017011766,0.0015147438,0.0007432137],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011577754,0.00006884122,0.0025116892,0.0003074332,0.00005390886,0.00041770737,0.0008103279,0.56166863,0.009630373,0.40293944,0.0029273678,0.018548556],"study_design_scores_gemma":[0.000020364321,0.000015300337,0.0013605696,0.000024054445,0.000010429107,0.000110348104,0.00010098511,0.96110135,0.00054871914,0.034919992,0.0017569145,0.00003096745],"about_ca_topic_score_codex":0.011030136,"about_ca_topic_score_gemma":0.011675505,"teacher_disagreement_score":0.011030136,"about_ca_system_score_codex":0.0012478408,"about_ca_system_score_gemma":0.0012739343,"threshold_uncertainty_score":0.021931887},"labels":[],"label_agreement":null},{"id":"W2053057449","doi":"10.1115/detc2010-29195","title":"Application of Time-Increasing Internal Pressure in Vibration Reduction of Viscoelastic Rotary Beams","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Vibration; Beam (structure); Viscoelasticity; Internal pressure; Mechanics; Nonlinear system; Materials science; Reduction (mathematics); Bending; Softening; Harmonic; Physics; Acoustics; Structural engineering; Optics; Engineering","score_opus":0.0020090538745544187,"score_gpt":0.19094371261357607,"score_spread":0.18893465873902165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053057449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.842151,0.0012161038,0.15409437,0.0000914781,0.000037684655,0.000024092707,0.00000973684,0.0001486403,0.002226962],"genre_scores_gemma":[0.97611666,0.00036291278,0.023061601,0.000015002416,0.000015678914,0.0000088962015,0.000006293293,0.0000069710914,0.00040600504],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993336,0.000011878187,0.0000034237669,0.000008897827,0.000033502733,0.000008862199],"domain_scores_gemma":[0.99987566,0.0000524605,0.0000312417,0.000014831493,0.00001868604,0.0000070580286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000104,0.00021721818,0.00016863072,0.00012621279,0.00009889702,0.00013002228,0.00024508938,0.00016818433,0.00031562493],"category_scores_gemma":[0.00022043478,0.000079274076,0.00014113371,0.00009092509,0.00022178255,0.00016663055,0.00019595961,0.00012983309,0.000052673317],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000090565285,0.000025538147,0.00034803845,0.000073453724,0.000008491654,0.0000862215,0.00007391837,0.005504831,0.96855986,0.0006244874,0.00003400872,0.024570571],"study_design_scores_gemma":[0.000028487022,0.0007357501,0.0021673178,0.000010481528,0.000032694625,0.00027096743,0.00004311535,0.14108795,0.85372734,0.00030167057,0.0015774423,0.000016785749],"about_ca_topic_score_codex":0.00011351352,"about_ca_topic_score_gemma":0.00012686121,"teacher_disagreement_score":0.00031562493,"about_ca_system_score_codex":0.00004194389,"about_ca_system_score_gemma":0.00007953235,"threshold_uncertainty_score":0.0010558963},"labels":[],"label_agreement":null},{"id":"W2054562291","doi":"10.1115/1.1287167","title":"A Comparison of Ship-Mounted and Cage-Mounted Passive Heave Compensation Systems","year":2000,"lang":"en","type":"article","venue":"Journal of Offshore Mechanics and Arctic Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"Office of Naval Research","keywords":"Compensation (psychology); Marine engineering; Remotely operated underwater vehicle; Control theory (sociology); Tension (geology); Pulley; Cage; Sea state; Work (physics); Engineering; Structural engineering; Geology; Computer science; Ultimate tensile strength; Mechanical engineering; Materials science","score_opus":0.009625392183681454,"score_gpt":0.239203127195299,"score_spread":0.22957773501161755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054562291","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88900805,0.00014515306,0.10078597,0.00009038968,0.000045339355,0.00004243685,0.000112715796,0.0004365925,0.009333224],"genre_scores_gemma":[0.99320227,0.000041754178,0.0055760313,0.000007974109,0.00000310974,0.0000093786975,0.000074374846,0.000009575842,0.0010756976],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999902,0.000015990907,0.0000057470993,0.000013137063,0.000049582068,0.000013543755],"domain_scores_gemma":[0.9997929,0.000054897715,0.000022209659,0.000042178814,0.00007549278,0.000012487002],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015687867,0.00016581477,0.00017663631,0.00019735882,0.00018793643,0.00023127481,0.00037254675,0.00026032043,0.001693951],"category_scores_gemma":[0.00046520398,0.00009784015,0.00017936116,0.000122048375,0.00013789939,0.00028332177,0.00018122222,0.00015434204,0.00028767518],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013029737,0.00016077746,0.008318321,0.0002737346,0.000083473264,0.0002493204,0.00020219776,0.6030438,0.23346627,0.0030902699,0.0009472305,0.14886163],"study_design_scores_gemma":[0.00009949617,0.0010936096,0.013397498,0.000015850685,0.000046840574,0.00012067798,0.000098738165,0.9257328,0.055483922,0.00028815522,0.003593627,0.000028746805],"about_ca_topic_score_codex":0.0030047158,"about_ca_topic_score_gemma":0.0032219863,"teacher_disagreement_score":0.0030047158,"about_ca_system_score_codex":0.00017545141,"about_ca_system_score_gemma":0.0002478073,"threshold_uncertainty_score":0.0059744716},"labels":[],"label_agreement":null},{"id":"W2054839868","doi":"10.1061/(asce)st.1943-541x.0000470","title":"New Robust Linearized Seismic Analysis Method For Tall Guyed Telecommunication Masts","year":2011,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mast (botany); Structural engineering; Serviceability (structure); Induced seismicity; Engineering; Stiffness; Inertia; Nonlinear system; Icing; Civil engineering; Geology; Physics","score_opus":0.016828615921277868,"score_gpt":0.234816174572063,"score_spread":0.21798755865078512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054839868","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0032897368,0.000030266125,0.995503,0.000019987447,0.000006783364,0.000011136706,0.000021813597,0.00022052857,0.0008966394],"genre_scores_gemma":[0.4783794,0.00036615008,0.5084992,0.000078520825,0.00008309498,0.00023753375,0.00037954023,0.00034489032,0.01163163],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998591,0.000044462504,0.0000069312814,0.000027691169,0.000050245915,0.00001156946],"domain_scores_gemma":[0.9997774,0.00009939078,0.000041796244,0.00001919076,0.00005093211,0.000011358964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034062803,0.00074701395,0.00055910466,0.00030798846,0.00019133203,0.00043581353,0.000691163,0.00058554776,0.0036939005],"category_scores_gemma":[0.00071459747,0.0003174325,0.0006207488,0.00019156114,0.0003221105,0.00043743948,0.0006775002,0.0006945381,0.0011259554],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008104698,0.000025157779,0.00045061816,0.00014267294,0.000049257436,0.00014714012,0.000111335714,0.8873657,0.031671558,0.008113542,0.0011473933,0.07069465],"study_design_scores_gemma":[0.0000033873807,0.000018735005,0.0000776326,0.0000033739911,0.000003994143,0.000015276953,0.00000746387,0.99782014,0.0008246268,0.00046235695,0.0007579812,0.000005017638],"about_ca_topic_score_codex":0.0020897475,"about_ca_topic_score_gemma":0.0022256614,"teacher_disagreement_score":0.0036939005,"about_ca_system_score_codex":0.00026307875,"about_ca_system_score_gemma":0.00047212502,"threshold_uncertainty_score":0.012357354},"labels":[],"label_agreement":null},{"id":"W2055311273","doi":"10.1007/s11071-009-9589-6","title":"Non-linear vibration of variable speed rotating viscoelastic beams","year":2009,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Vibration; Equations of motion; Beam (structure); Galerkin method; Discretization; Hamilton's principle; Acceleration; Multiple-scale analysis; Differential equation; Mathematics; Position (finance); Mathematical analysis; Method of averaging; Physics; Classical mechanics; Mechanics; Nonlinear system; Acoustics","score_opus":0.0056338272609424145,"score_gpt":0.2207036441307467,"score_spread":0.21506981686980428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055311273","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9527678,0.0003793339,0.04251817,0.000121855475,0.00003721078,0.000012310488,0.000019756126,0.000020351203,0.0041231867],"genre_scores_gemma":[0.9970451,0.00010530301,0.00078942353,0.000013201728,0.000011375479,0.0000059468593,0.000009812422,0.0000046875994,0.0020150938],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999219,0.000019452515,0.000002532405,0.000013147553,0.000027316168,0.000015712136],"domain_scores_gemma":[0.9997105,0.0001824843,0.000034687757,0.00002079457,0.000028389919,0.000023142225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002368192,0.00023663774,0.00024344679,0.00038469912,0.00021754048,0.00035228612,0.00029095783,0.00039916212,0.0015789098],"category_scores_gemma":[0.0010805165,0.00016609706,0.00013890727,0.00024523406,0.0005517601,0.00049063493,0.00035458387,0.0002359895,0.00014478118],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020246853,0.00040435587,0.015709715,0.00041036436,0.00019816236,0.0020183965,0.0018472595,0.44117048,0.37068853,0.06850401,0.0014405976,0.09558337],"study_design_scores_gemma":[0.000038607795,0.00017048274,0.01761072,0.000013639211,0.00001695992,0.0002002781,0.00018708552,0.9677385,0.0063563683,0.0071838303,0.00046158195,0.000022032425],"about_ca_topic_score_codex":0.00042977303,"about_ca_topic_score_gemma":0.0003259659,"teacher_disagreement_score":0.0015789098,"about_ca_system_score_codex":0.00013748332,"about_ca_system_score_gemma":0.00012689231,"threshold_uncertainty_score":0.005281925},"labels":[],"label_agreement":null},{"id":"W2055475356","doi":"10.1115/pvp2003-2074","title":"Improved Flow-Induced Vibration and Work-Rate Measurements of Steam-Generator Tubes","year":2003,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada)","funders":"","keywords":"Fretting; Vibration; Bundle; Boiler (water heating); Tube (container); Materials science; Volumetric flow rate; Work (physics); Vortex-induced vibration; Mechanical engineering; Flow (mathematics); Structural engineering; Nuclear engineering; Engineering; Mechanics; Acoustics; Composite material; Physics; Waste management","score_opus":0.018098653901821363,"score_gpt":0.2050886864209538,"score_spread":0.18699003251913243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055475356","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.970395,0.00023474208,0.028565386,0.000014800967,0.000012182062,0.000023404453,0.00006876498,0.00025191306,0.00043381177],"genre_scores_gemma":[0.98783606,0.00010581389,0.01138774,0.000009384166,0.000008572082,0.000016828053,0.00009176566,0.0000313389,0.0005124629],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996172,0.00006527557,0.000021119018,0.00006178498,0.00020200387,0.00003265137],"domain_scores_gemma":[0.9994438,0.00022167093,0.00008324536,0.0000436982,0.00017216594,0.000035320343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004817473,0.0003370087,0.0003721217,0.0007873125,0.0001742274,0.0002076729,0.00040028966,0.00043991941,0.00090845075],"category_scores_gemma":[0.0011806812,0.00020898091,0.00019146342,0.00028810004,0.000227289,0.00048762996,0.00022190377,0.00032293427,0.00019892481],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020538871,0.00004466484,0.0039000825,0.000055151402,0.000005186089,0.00006050655,0.00012488513,0.0012367009,0.97812074,0.000060355556,0.000041630225,0.016144803],"study_design_scores_gemma":[0.000023537114,0.00095626933,0.029270584,0.000013448723,0.000018390414,0.00027418984,0.00007310051,0.017468365,0.95102775,0.000094141986,0.00074783067,0.000032392833],"about_ca_topic_score_codex":0.00031894745,"about_ca_topic_score_gemma":0.00045074485,"teacher_disagreement_score":0.00090845075,"about_ca_system_score_codex":0.00012222679,"about_ca_system_score_gemma":0.00006202878,"threshold_uncertainty_score":0.0030391216},"labels":[],"label_agreement":null},{"id":"W2055903504","doi":"10.1121/1.4890645","title":"A finite element model to predict the sound attenuation of earplugs in an acoustical test fixture","year":2014,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut de recherche Robert-Sauvé en santé et en sécurité du travail; École de Technologie Supérieure","funders":"Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Test fixture; Multiphysics; Acoustics; Attenuation; Finite element method; Sound transmission class; Acoustic attenuation; Dissipative system; Materials science; Computer science; Physics; Structural engineering; Mechanical engineering; Optics; Engineering","score_opus":0.009861896760643458,"score_gpt":0.23740436284529334,"score_spread":0.2275424660846499,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055903504","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27023023,0.000501898,0.70906365,0.00031832195,0.00008764379,0.00019109638,0.000577626,0.0006696921,0.018359859],"genre_scores_gemma":[0.93650573,0.0003538689,0.051621605,0.000060572173,0.000011114434,0.00036878328,0.0002756252,0.00006723701,0.010735323],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998443,0.000041382533,0.000009923627,0.000027599643,0.00005840844,0.00001837623],"domain_scores_gemma":[0.9997687,0.00012022626,0.000028210256,0.000017190134,0.00005235303,0.000013391878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032604946,0.00055414677,0.0005516741,0.00044879472,0.000375191,0.0006849053,0.00097151176,0.0019958168,0.0021324484],"category_scores_gemma":[0.0007142635,0.00050399307,0.0006717181,0.0003380479,0.00051323563,0.00042893484,0.00039173636,0.0005759762,0.00051542604],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031649037,0.000025239357,0.00045926886,0.000036276284,0.000009535972,0.00008149937,0.000050956514,0.98783594,0.0078090867,0.0009602089,0.000103715414,0.002596736],"study_design_scores_gemma":[0.0000040573846,0.000021848187,0.00016250672,0.0000060423267,0.0000038303774,0.000015567568,0.000012380893,0.99858046,0.0007980243,0.00010614829,0.00028543323,0.0000037056102],"about_ca_topic_score_codex":0.006523924,"about_ca_topic_score_gemma":0.003782409,"teacher_disagreement_score":0.006523924,"about_ca_system_score_codex":0.00046827784,"about_ca_system_score_gemma":0.0008964839,"threshold_uncertainty_score":0.012971938},"labels":[],"label_agreement":null},{"id":"W2057706136","doi":"10.1006/jsvi.1999.2764","title":"ONE-TO-ONE AUTO-PARAMETRIC RESONANCE IN SERPENTINE BELT DRIVE SYSTEMS","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Pulley; Multiple-scale analysis; Control theory (sociology); Excitation; Discretization; Amplitude; Resonance (particle physics); Parametric statistics; Equations of motion; Mathematical analysis; Stability (learning theory); Mathematics; Parametric oscillator; Physics; Belt drive; Quadratic equation; Engineering; Structural engineering; Classical mechanics; Computer science; Geometry; Optics","score_opus":0.010362342584300117,"score_gpt":0.22010471327873946,"score_spread":0.20974237069443935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057706136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.863174,0.00024709376,0.12347266,0.000108671746,0.000047082995,0.000018010678,0.000022762117,0.0002525186,0.012657131],"genre_scores_gemma":[0.9974474,0.000020642598,0.001600462,0.0000053003,0.000003410392,0.0000023909836,0.0000046508803,0.0000051391085,0.00091062434],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987686,0.000029193074,0.0000056514987,0.000025669799,0.000039812192,0.00002283622],"domain_scores_gemma":[0.99973017,0.00014427502,0.000032987693,0.000027280994,0.000044599285,0.00002067006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017694394,0.00022978349,0.0002263953,0.00024507722,0.00034418318,0.0003092003,0.000332154,0.00041153355,0.0016325893],"category_scores_gemma":[0.0005264482,0.00011420447,0.00014885381,0.00011040654,0.00027260493,0.00033980224,0.00028361555,0.00023153052,0.00022328136],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019632503,0.00034824925,0.0108014345,0.00038489237,0.00009164927,0.0038102928,0.0018877813,0.26074794,0.3914638,0.039295297,0.0012138471,0.28799164],"study_design_scores_gemma":[0.000017001417,0.00038260288,0.005679982,0.000022624294,0.000024322188,0.00087039534,0.00021077112,0.96696687,0.020996975,0.0032043043,0.0015986769,0.000025409512],"about_ca_topic_score_codex":0.000433837,"about_ca_topic_score_gemma":0.00058059586,"teacher_disagreement_score":0.0016325893,"about_ca_system_score_codex":0.00012238038,"about_ca_system_score_gemma":0.00008526434,"threshold_uncertainty_score":0.0054615736},"labels":[],"label_agreement":null},{"id":"W2057790257","doi":"10.1016/j.jsv.2013.06.026","title":"Nonlinear dynamics of cantilevered extensible pipes conveying fluid","year":2013,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":136,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Nonlinear system; Flutter; Bifurcation; Flow (mathematics); Equations of motion; Bifurcation diagram; Displacement (psychology); Mathematics; Mechanics; Mathematical analysis; Physics; Classical mechanics; Aerodynamics","score_opus":0.008125583897857334,"score_gpt":0.20860529877563577,"score_spread":0.20047971487777844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057790257","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9390799,0.00019505616,0.047058582,0.00034853147,0.00004321025,0.000032679018,0.00007147337,0.000072640745,0.013097962],"genre_scores_gemma":[0.99239856,0.00009723956,0.0012141084,0.000014825953,0.000009289895,0.000009190652,0.000019273557,0.000010520547,0.006226941],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993515,0.000012955746,0.0000026326063,0.000013967893,0.000024732617,0.000010664325],"domain_scores_gemma":[0.99982375,0.00005779734,0.00004724102,0.0000099419985,0.000033557866,0.000027725677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015480646,0.0003510982,0.00026588124,0.0003723742,0.00036937883,0.0004661159,0.00047765166,0.000697224,0.0032794524],"category_scores_gemma":[0.00065705815,0.00026081805,0.00023203525,0.00017311741,0.00093626004,0.0007462842,0.00076672196,0.000361996,0.00025320417],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019621248,0.00012440747,0.004412565,0.0000910299,0.000034989345,0.0009912159,0.00056616566,0.88522863,0.07420968,0.022049943,0.00045314684,0.011641932],"study_design_scores_gemma":[0.000009263278,0.000056311994,0.0025552544,0.000004484643,0.0000031772565,0.00005917508,0.00007436771,0.99478006,0.0008068483,0.0014339127,0.00020426007,0.000012787126],"about_ca_topic_score_codex":0.003714601,"about_ca_topic_score_gemma":0.0021016633,"teacher_disagreement_score":0.003714601,"about_ca_system_score_codex":0.00031972685,"about_ca_system_score_gemma":0.00035631852,"threshold_uncertainty_score":0.010970831},"labels":[],"label_agreement":null},{"id":"W2058083012","doi":"10.1007/s11071-011-0257-2","title":"Stability and bifurcations of an axially moving beam with an intermediate spring support","year":2011,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":108,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Axial symmetry; Galerkin method; Bifurcation; Mathematics; Eigenfunction; Beam (structure); Numerical continuation; Ordinary differential equation; Mathematical analysis; Discretization; Spring (device); Vibration; Chaotic; Classical mechanics; Multiple-scale analysis; Forcing (mathematics); Differential equation; Physics; Nonlinear system; Geometry; Optics; Computer science","score_opus":0.011826073178826724,"score_gpt":0.21101530815934602,"score_spread":0.1991892349805193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058083012","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92794037,0.00023922045,0.052166358,0.00046757137,0.00008226207,0.0000340415,0.000059413658,0.000104199564,0.018906536],"genre_scores_gemma":[0.99325025,0.00005793565,0.0036707434,0.000027953825,0.000021078531,0.00002200907,0.000019813271,0.000015816779,0.002914452],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999043,0.000021781869,0.0000042439965,0.000015105279,0.0000332214,0.000021289938],"domain_scores_gemma":[0.9996123,0.00014843214,0.00008168654,0.000024377528,0.000063326326,0.00006987914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036451116,0.00034545915,0.0004216844,0.0010304737,0.00084793166,0.0008209316,0.0005365006,0.0011125008,0.0023970115],"category_scores_gemma":[0.0011608071,0.00029389662,0.00035765005,0.00029169247,0.0010037214,0.00050322333,0.00092786446,0.0004924029,0.00030205943],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014921022,0.00032390945,0.008346612,0.00019298549,0.00013089734,0.0021077623,0.0015277632,0.2161577,0.16755521,0.5688691,0.002858367,0.030437645],"study_design_scores_gemma":[0.0000798068,0.00016622302,0.0038552338,0.000022166472,0.00002756122,0.00026289935,0.00021347917,0.9483605,0.005897335,0.040257506,0.0008201268,0.00003706006],"about_ca_topic_score_codex":0.0011254578,"about_ca_topic_score_gemma":0.00055839587,"teacher_disagreement_score":0.0023970115,"about_ca_system_score_codex":0.00056669716,"about_ca_system_score_gemma":0.00034642647,"threshold_uncertainty_score":0.008018792},"labels":[],"label_agreement":null},{"id":"W2058087451","doi":"10.1115/gt2010-23703","title":"On the Frequency Response of a Spinning Disk With Large Deformations","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Nonlinear system; Galerkin method; Mathematical analysis; Equations of motion; Physics; Mathematics; Classical mechanics; Differential equation; Boundary value problem; Mechanics","score_opus":0.0038948786365612413,"score_gpt":0.1940176140931583,"score_spread":0.19012273545659705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058087451","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98358107,0.0002545877,0.014482461,0.000079349986,0.000020981724,0.000007367576,0.000011249543,0.00005684576,0.0015059498],"genre_scores_gemma":[0.9983499,0.00008506646,0.0013197296,0.000009140056,0.000004889922,0.0000030129324,0.0000088437355,0.0000063854386,0.0002129967],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985003,0.00002758075,0.0000054913603,0.000023338758,0.0000731736,0.000020352545],"domain_scores_gemma":[0.9993443,0.00043817487,0.000076332086,0.000046857167,0.00006706617,0.000027236207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020026097,0.00025453494,0.0002516895,0.0002597029,0.00021682504,0.00017613628,0.00018985964,0.0004194889,0.0007415017],"category_scores_gemma":[0.0011695893,0.00009607163,0.00016581586,0.000118853,0.0004391506,0.00027338052,0.00022913807,0.00022459854,0.00015265257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009557345,0.00010104485,0.0047803824,0.00023437728,0.000035375117,0.0013890296,0.0006521075,0.091426946,0.86199254,0.0017900091,0.00025622986,0.036386166],"study_design_scores_gemma":[0.000034380508,0.000771652,0.023751097,0.000032802353,0.000042019034,0.00087662635,0.0004071597,0.7558604,0.21600708,0.0009481122,0.001218161,0.000050570783],"about_ca_topic_score_codex":0.00037286954,"about_ca_topic_score_gemma":0.0002668562,"teacher_disagreement_score":0.0007415017,"about_ca_system_score_codex":0.000113968614,"about_ca_system_score_gemma":0.00007003447,"threshold_uncertainty_score":0.002480626},"labels":[],"label_agreement":null},{"id":"W2059838134","doi":"10.1016/j.amc.2010.05.088","title":"Vibrations and stability of axially traveling laminated beams","year":2010,"lang":"en","type":"article","venue":"Applied Mathematics and Computation","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; McGill University","funders":"","keywords":"Axial symmetry; Vibration; Equations of motion; Beam (structure); Eigenfunction; Stability (learning theory); Parametric statistics; Multiple-scale analysis; Mathematics; Mathematical analysis; Natural frequency; Timoshenko beam theory; Critical speed; Stability criterion; Classical mechanics; Physics; Mechanics; Geometry; Eigenvalues and eigenvectors; Acoustics; Computer science; Optics","score_opus":0.007615790084624145,"score_gpt":0.20792040987618082,"score_spread":0.20030461979155667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059838134","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93052167,0.00070401095,0.060128137,0.0004149033,0.000065216926,0.000013745259,0.000041948286,0.00003612043,0.008074348],"genre_scores_gemma":[0.991379,0.000196822,0.0034487562,0.000039245122,0.000038012982,0.000016904392,0.00003090304,0.000016875787,0.004833487],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999892,0.000031701024,0.0000042773936,0.000017503578,0.00003331306,0.000021253465],"domain_scores_gemma":[0.999577,0.00020924163,0.00007964405,0.00001601748,0.00007587566,0.00004228367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036754453,0.00031292235,0.0002389699,0.00070618716,0.0004804151,0.00087955897,0.00041111163,0.0006544396,0.0023978597],"category_scores_gemma":[0.0018511605,0.00023968685,0.00017806982,0.0003689426,0.0011763234,0.0006701739,0.00054212473,0.0005440623,0.00025145468],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00228835,0.00026750687,0.013200312,0.0002447349,0.00012891268,0.0011765988,0.0028246723,0.35118666,0.19747701,0.35646966,0.002464,0.0722716],"study_design_scores_gemma":[0.00006474557,0.00014282024,0.0070853555,0.000032400996,0.000019465931,0.00021093152,0.0006228522,0.9138936,0.005507647,0.07164643,0.0007329511,0.000040849085],"about_ca_topic_score_codex":0.0013093974,"about_ca_topic_score_gemma":0.0009967411,"teacher_disagreement_score":0.0023978597,"about_ca_system_score_codex":0.0003608982,"about_ca_system_score_gemma":0.00033177738,"threshold_uncertainty_score":0.008021653},"labels":[],"label_agreement":null},{"id":"W2060869600","doi":"10.1016/j.ijnonlinmec.2010.02.001","title":"Three-dimensional dynamics of a cantilevered pipe conveying fluid, additionally supported by an intermediate spring array","year":2010,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":113,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Galerkin method; Discretization; Cantilever; Bifurcation; Spring (device); Divergence (linguistics); Flutter; Mathematics; Quasiperiodic function; Fluid dynamics; Mathematical analysis; Flow (mathematics); Nonlinear system; Mechanics; Physics; Geometry; Aerodynamics; Engineering; Structural engineering","score_opus":0.007001004621668689,"score_gpt":0.23243952198032258,"score_spread":0.2254385173586539,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060869600","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96750855,0.00008467045,0.02513829,0.000382036,0.00006875267,0.000033015902,0.00018888271,0.0002295098,0.006366241],"genre_scores_gemma":[0.99536335,0.00004215521,0.0021495528,0.000023319382,0.000007949925,0.000016403963,0.00006810975,0.000015458598,0.0023136984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998952,0.000014860723,0.0000052219852,0.000023368055,0.000038360187,0.000022947217],"domain_scores_gemma":[0.9997948,0.00006349992,0.000031741893,0.000011657272,0.00002778427,0.00007055066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015234241,0.00038560087,0.00036685576,0.00032670976,0.0007220942,0.00081560336,0.00051656,0.0013209614,0.0036925056],"category_scores_gemma":[0.0005027261,0.00023707245,0.00032544858,0.00025491454,0.0014164661,0.0007395973,0.00086928665,0.00055956905,0.00026922056],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000875914,0.0003784966,0.00931392,0.00014296244,0.0000761895,0.0038606357,0.0009666719,0.8175688,0.14568982,0.007616458,0.0011211479,0.012389052],"study_design_scores_gemma":[0.00005317411,0.00028030717,0.007067277,0.000008628875,0.000015171424,0.00015733107,0.00020048667,0.986094,0.004958902,0.0005666801,0.0005502308,0.000047828482],"about_ca_topic_score_codex":0.003893798,"about_ca_topic_score_gemma":0.002392992,"teacher_disagreement_score":0.003893798,"about_ca_system_score_codex":0.00030239078,"about_ca_system_score_gemma":0.00067945913,"threshold_uncertainty_score":0.012352645},"labels":[],"label_agreement":null},{"id":"W2061759842","doi":"10.1115/1.1356697","title":"Complex Modal Analysis of Non-Self-Adjoint Hybrid Serpentine Belt Drive Systems","year":2000,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Eigenfunction; Eigenvalues and eigenvectors; Modal analysis; Vibration; Modal; Control theory (sociology); Self-adjoint operator; Modal analysis using FEM; Mode (computer interface); Mathematical analysis; Normal mode; Mathematics; Modal testing; Physics; Computer science; Acoustics; Materials science","score_opus":0.006202827431123603,"score_gpt":0.2121134390235665,"score_spread":0.2059106115924429,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2061759842","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2341882,0.00014255474,0.7604168,0.00007559351,0.000014172075,0.000025584655,0.000051084004,0.00022386387,0.0048621576],"genre_scores_gemma":[0.98735213,0.00006171965,0.010533025,0.000009820625,0.00000315028,0.000020057205,0.00002416317,0.000010227779,0.001985636],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992836,0.000020101164,0.000003249356,0.000013247988,0.000027977896,0.0000071177574],"domain_scores_gemma":[0.99985576,0.00006782778,0.000029932085,0.000014688608,0.000025770903,0.000006042962],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020865478,0.00030697798,0.0002482483,0.00019812713,0.0001343981,0.00036624252,0.0002793848,0.00025414524,0.001158228],"category_scores_gemma":[0.00031131104,0.00009551596,0.00018528898,0.00007962167,0.0002480931,0.0003742035,0.0002448481,0.00021256729,0.00012644094],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000102163736,0.00006353553,0.001343694,0.00008150487,0.000028664486,0.00017605656,0.00015555706,0.9081521,0.055060353,0.013204608,0.0002933466,0.021338383],"study_design_scores_gemma":[0.0000019835377,0.000018212253,0.00020675731,0.0000013426613,0.000001567552,0.000013147941,0.0000075059806,0.9977824,0.001130588,0.0006024218,0.00023192828,0.0000021671078],"about_ca_topic_score_codex":0.0009103839,"about_ca_topic_score_gemma":0.0007420919,"teacher_disagreement_score":0.001158228,"about_ca_system_score_codex":0.00016989265,"about_ca_system_score_gemma":0.00014208541,"threshold_uncertainty_score":0.0038747191},"labels":[],"label_agreement":null},{"id":"W2063144603","doi":"10.1115/pvp2006-icpvt-11-93944","title":"Reduced Models for Chaotic Dynamics of a Fluid-Conveying Pipe","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; Ontario Innovation Trust","keywords":"Bifurcation diagram; Galerkin method; Bifurcation; Chaotic; Nonlinear system; Ordinary differential equation; Mathematics; Differential equation; Mathematical analysis; Computer science; Physics","score_opus":0.00952360168049976,"score_gpt":0.2028110591371354,"score_spread":0.19328745745663564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063144603","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3883032,0.00029863106,0.59923464,0.00033464428,0.00005664113,0.00006243568,0.00022861952,0.00027007208,0.011211127],"genre_scores_gemma":[0.98038393,0.0001892513,0.014204485,0.000024433768,0.00002148206,0.00009764908,0.00013065184,0.000025861355,0.0049222517],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986684,0.000045287594,0.000005432384,0.000019422676,0.000047043843,0.000015834226],"domain_scores_gemma":[0.9998191,0.00006791176,0.000039763334,0.000022245344,0.000029841265,0.000021212674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002345096,0.0004251107,0.0006525599,0.00039089908,0.0002870568,0.0005316391,0.0006253166,0.000730346,0.0013446779],"category_scores_gemma":[0.0006437997,0.00022082313,0.0007696236,0.00022462958,0.0006417998,0.00050889305,0.00052915077,0.0005727851,0.00016570665],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040343184,0.00003067295,0.0006681529,0.000051424537,0.000022396383,0.000118553275,0.00009300908,0.9635981,0.0072822496,0.025572604,0.00022869487,0.0022937057],"study_design_scores_gemma":[0.0000034064733,0.000009233996,0.00009436837,9.703764e-7,0.0000021779547,0.00000857247,0.000004070713,0.99787116,0.00014723222,0.0017371939,0.000119083765,0.000002573068],"about_ca_topic_score_codex":0.0029576665,"about_ca_topic_score_gemma":0.0017795237,"teacher_disagreement_score":0.0029576665,"about_ca_system_score_codex":0.00043068355,"about_ca_system_score_gemma":0.00054199714,"threshold_uncertainty_score":0.0058808923},"labels":[],"label_agreement":null},{"id":"W2063177985","doi":"10.1115/imece2011-62856","title":"Analytical Approach to Vibration Analysis of a Pendulum Wrapping on a Cylinder","year":2011,"lang":"en","type":"article","venue":"Volume 7: Dynamic Systems and Control; Mechatronics and Intelligent Machines, Parts A and B","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Nonlinear system; Amplitude; Pendulum; Vibration; Oscillation (cell signaling); Natural frequency; Cylinder; RADIUS; Mechanics; Double pendulum; Perturbation (astronomy); Physics; Nonlinear Oscillations; Equations of motion; Control theory (sociology); Classical mechanics; Mathematical analysis; Mathematics; Acoustics; Inverted pendulum; Optics; Geometry; Computer science","score_opus":0.01382131528259869,"score_gpt":0.2122964303016664,"score_spread":0.1984751150190677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063177985","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.112877615,0.0010155147,0.87175906,0.00015301304,0.000086042426,0.000053622243,0.000043575248,0.00022155899,0.01379006],"genre_scores_gemma":[0.9467319,0.0009837344,0.045626834,0.00004746585,0.00004388521,0.000063569896,0.000035754216,0.000043802553,0.00642307],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999176,0.000014278851,0.0000035875548,0.000014862375,0.000040213457,0.0000094372845],"domain_scores_gemma":[0.99992085,0.000029751547,0.0000133751155,0.00000762995,0.000024240255,0.0000041650364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001434072,0.0004069834,0.0003647757,0.0004363396,0.00029233532,0.00027666942,0.00033854635,0.0003728166,0.0014759318],"category_scores_gemma":[0.00043775776,0.0001441144,0.00041021378,0.0001986822,0.00039477486,0.00034165315,0.00031311574,0.00026699743,0.00024550405],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009046632,0.000057082736,0.0012850815,0.0004195595,0.000053246607,0.001184584,0.00048280624,0.6784953,0.19842765,0.0670848,0.0009333433,0.051486075],"study_design_scores_gemma":[0.0000018645338,0.00002850118,0.0002858449,0.0000061894243,0.0000042779357,0.00008046479,0.000029524319,0.9946544,0.002130163,0.0020079704,0.00076470827,0.00000603791],"about_ca_topic_score_codex":0.0013462361,"about_ca_topic_score_gemma":0.00070007466,"teacher_disagreement_score":0.0014759318,"about_ca_system_score_codex":0.00018960421,"about_ca_system_score_gemma":0.00026584195,"threshold_uncertainty_score":0.00493747},"labels":[],"label_agreement":null},{"id":"W2063649802","doi":"10.1119/1.3078416","title":"Aspirating cantilevers and reverse sprinklers","year":2009,"lang":"en","type":"article","venue":"American Journal of Physics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Cantilever; Rotation (mathematics); Physics; Flutter; Mechanics; Inverse; Focus (optics); Dynamics (music); Inverse dynamics; Classical mechanics; Aerospace engineering; Acoustics; Computer science; Engineering; Optics; Mathematics; Geometry; Aerodynamics; Artificial intelligence","score_opus":0.0046267099698609334,"score_gpt":0.1991428273552949,"score_spread":0.19451611738543398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063649802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.612179,0.019894859,0.2834305,0.0021609385,0.0007582942,0.00011546534,0.0001146855,0.0004326906,0.08091367],"genre_scores_gemma":[0.9614825,0.0035022644,0.021044547,0.00028258376,0.00010775056,0.000037597,0.00004390658,0.000038891216,0.013459948],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961424,0.00006098886,0.000014447176,0.000106254825,0.00016300964,0.000041023373],"domain_scores_gemma":[0.9996574,0.00017714084,0.000039535415,0.00004507613,0.000047819794,0.00003301881],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036406578,0.00024124497,0.000310617,0.00020864441,0.00043579293,0.00065037474,0.00050965615,0.0008581141,0.0028863105],"category_scores_gemma":[0.0011933839,0.00034033429,0.00021541596,0.00015197592,0.0017370592,0.0011561596,0.0010353753,0.0010036932,0.00029328783],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026246443,0.000043548665,0.0019011908,0.00048677795,0.00002462051,0.0015316533,0.0028580541,0.015830545,0.7359686,0.16062035,0.0019493693,0.07852288],"study_design_scores_gemma":[0.00015688912,0.0025141577,0.021929184,0.0004864662,0.00009341736,0.009933629,0.0034330525,0.2448664,0.33150667,0.19383998,0.19071509,0.00052510673],"about_ca_topic_score_codex":0.0005728282,"about_ca_topic_score_gemma":0.0004700829,"teacher_disagreement_score":0.0028863105,"about_ca_system_score_codex":0.00025665725,"about_ca_system_score_gemma":0.00016394672,"threshold_uncertainty_score":0.009655714},"labels":[],"label_agreement":null},{"id":"W2063705446","doi":"10.1007/s11071-014-1402-5","title":"Nonlinear vibration of an axially loaded beam carrying multiple mass–spring–damper systems","year":2014,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto","funders":"","keywords":"Nonlinear system; Spring (device); Vibration; Beam (structure); Axial symmetry; Mechanics; Parametric statistics; Structural engineering; Damper; Multiple-scale analysis; Boundary value problem; Tension (geology); Tuned mass damper; Physics; Control theory (sociology); Materials science; Engineering; Classical mechanics; Mathematics; Mathematical analysis; Acoustics; Computer science","score_opus":0.006561725119504939,"score_gpt":0.20393412272790576,"score_spread":0.1973723976084008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063705446","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9207935,0.00007167651,0.070071965,0.00019659218,0.000060418555,0.000024033207,0.000051348394,0.000067287445,0.008663208],"genre_scores_gemma":[0.9948768,0.000023809958,0.0018890571,0.000012192557,0.000009012813,0.000009161427,0.000012995098,0.0000075730227,0.0031594026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998716,0.000028701706,0.0000053996737,0.00002155616,0.00005479601,0.000017953807],"domain_scores_gemma":[0.99973935,0.000098590805,0.00005016482,0.000020800566,0.000058466845,0.0000325889],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025740077,0.0003542877,0.0002944685,0.0003258997,0.00044992595,0.00040355904,0.00036028147,0.0006847176,0.0025152373],"category_scores_gemma":[0.0005264944,0.00017704302,0.00018894998,0.00018002353,0.0006610476,0.00037820713,0.00059332204,0.00026341004,0.00021726458],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011829052,0.00022987464,0.008411533,0.0002048068,0.00013367938,0.0028887098,0.001566666,0.49230647,0.43301487,0.018192587,0.0013163518,0.040551484],"study_design_scores_gemma":[0.000016489144,0.00016748453,0.004141603,0.000006786843,0.000014725507,0.00011187537,0.000116724164,0.9887622,0.0055363667,0.00076370896,0.0003430691,0.000018982888],"about_ca_topic_score_codex":0.0022909008,"about_ca_topic_score_gemma":0.001268867,"teacher_disagreement_score":0.0025152373,"about_ca_system_score_codex":0.00021254722,"about_ca_system_score_gemma":0.00024097809,"threshold_uncertainty_score":0.0084142685},"labels":[],"label_agreement":null},{"id":"W2063987874","doi":"10.1016/j.conengprac.2009.09.012","title":"Robust control of multistage printing systems","year":2009,"lang":"en","type":"article","venue":"Control Engineering Practice","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Control (management); Control system; Control engineering; Computer science; Engineering; Process engineering; Artificial intelligence; Electrical engineering","score_opus":0.006519912534596883,"score_gpt":0.1969605606304773,"score_spread":0.1904406480958804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063987874","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.033243433,0.00095248205,0.9583212,0.00023360238,0.00010470076,0.000034625566,0.000048971742,0.00063739246,0.006423542],"genre_scores_gemma":[0.9693057,0.00034065548,0.025755318,0.00003886994,0.00006262205,0.00006432443,0.000044643682,0.000047996138,0.0043397862],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993967,0.00013049773,0.00004105463,0.00012424092,0.00024073754,0.000066667424],"domain_scores_gemma":[0.99908435,0.0004541339,0.00018321339,0.0001150281,0.0001399878,0.000023308923],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086679455,0.0006979154,0.0008678016,0.0004273562,0.00040332618,0.0014198559,0.00095673685,0.0008346317,0.0022347642],"category_scores_gemma":[0.0025655522,0.0004491891,0.0005211207,0.00032353488,0.000683605,0.00058923155,0.0008972932,0.00092705415,0.00042150982],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024952923,0.00005020793,0.0001696811,0.00022908968,0.00008156075,0.00012486444,0.00008544812,0.8688783,0.030045867,0.019335067,0.000709819,0.08004065],"study_design_scores_gemma":[0.000012927179,0.000082714265,0.00016576878,0.0000064694946,0.00001004062,0.000015408108,0.00000356618,0.99304855,0.0028575256,0.0033539413,0.00043344012,0.000009612703],"about_ca_topic_score_codex":0.0026543038,"about_ca_topic_score_gemma":0.002016937,"teacher_disagreement_score":0.0026543038,"about_ca_system_score_codex":0.00049223815,"about_ca_system_score_gemma":0.00045899712,"threshold_uncertainty_score":0.007476032},"labels":[],"label_agreement":null},{"id":"W2064730176","doi":"10.1115/pvp2012-78699","title":"Numerical Analysis of Intermittent Stick-Slip Behaviour of Tube-Support Interaction in Heat-Exchangers","year":2012,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Slipping; Slip (aerodynamics); Mechanics; Heat exchanger; Materials science; Friction coefficient; Structural engineering; Engineering; Mechanical engineering; Physics; Thermodynamics; Composite material","score_opus":0.014243652547743579,"score_gpt":0.2591956130440097,"score_spread":0.2449519604962661,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064730176","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9216001,0.0005281848,0.068830356,0.000358412,0.00008002082,0.00007680307,0.00012977506,0.00022558612,0.008170851],"genre_scores_gemma":[0.9936474,0.00007229688,0.0052747126,0.000012379915,0.0000055255,0.000023083201,0.000023303768,0.000008923129,0.0009322949],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985504,0.000039571754,0.000011530906,0.000018699417,0.000041545776,0.00003349886],"domain_scores_gemma":[0.9992473,0.00046465165,0.00010304899,0.000029971268,0.00009684564,0.00005824567],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005242964,0.00038049507,0.0006630345,0.0005951971,0.0006862666,0.0006894433,0.0005797833,0.0012081872,0.0019440564],"category_scores_gemma":[0.0012877672,0.00022715835,0.000463092,0.00038063945,0.0008196868,0.0004205686,0.00049444224,0.00050397794,0.00009305617],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012440726,0.00007464062,0.0036898712,0.000090500354,0.000025404783,0.00023643364,0.00011759775,0.9835028,0.0058853724,0.0023555164,0.00016446461,0.0037330617],"study_design_scores_gemma":[0.0000038145517,0.000016674994,0.00026434602,0.000002184788,0.0000018610828,0.0000050973954,0.000012122666,0.9992918,0.00026508773,0.000091600596,0.000042802007,0.0000025429545],"about_ca_topic_score_codex":0.009278343,"about_ca_topic_score_gemma":0.00505875,"teacher_disagreement_score":0.009278343,"about_ca_system_score_codex":0.0006303615,"about_ca_system_score_gemma":0.0004819866,"threshold_uncertainty_score":0.01844871},"labels":[],"label_agreement":null},{"id":"W2067205670","doi":"10.1115/detc2007-35788","title":"Vibration Analysis of Axially Loaded Euler-Bernoulli Beams With Guided Mass","year":2007,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; University of Toronto","funders":"","keywords":"Axial symmetry; Vibration; Beam (structure); Mechanics; Normal mode; Boundary value problem; Position (finance); Bernoulli's principle; Physics; Added mass; Oscillation (cell signaling); Timoshenko beam theory; Natural frequency; Transverse plane; Acoustics; Structural engineering; Engineering; Optics; Chemistry","score_opus":0.00861399525870179,"score_gpt":0.22026633332589582,"score_spread":0.21165233806719402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067205670","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8945033,0.0002188614,0.10186688,0.000059528527,0.000017762406,0.000016844057,0.000034043784,0.000051136874,0.0032316404],"genre_scores_gemma":[0.9885456,0.000090867456,0.009556986,0.000010664313,0.000003744715,0.000022363456,0.000024726765,0.0000059176614,0.001738964],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989426,0.000022535785,0.000005291084,0.0000149536,0.000049826278,0.000013198343],"domain_scores_gemma":[0.99981207,0.00008289222,0.00003566823,0.000016369366,0.000040274266,0.000012743735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003177265,0.00024566302,0.00023231818,0.00027274012,0.0001616156,0.00019452618,0.00024600967,0.00031842943,0.0005899863],"category_scores_gemma":[0.00038499554,0.0001356238,0.00018539377,0.00012612568,0.0004132566,0.00015120709,0.00021650257,0.00014395002,0.00012029605],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048062866,0.00008752481,0.006701161,0.00014745374,0.00006684368,0.00045755142,0.00053771783,0.35350692,0.5856301,0.018091539,0.00040827435,0.03388428],"study_design_scores_gemma":[0.000015234777,0.00011533955,0.004182095,0.000009611643,0.000010287624,0.000059205537,0.000046376786,0.9731109,0.020625519,0.0012992094,0.0005092161,0.00001708598],"about_ca_topic_score_codex":0.00081757514,"about_ca_topic_score_gemma":0.00051831215,"teacher_disagreement_score":0.00081757514,"about_ca_system_score_codex":0.00021484144,"about_ca_system_score_gemma":0.00018621386,"threshold_uncertainty_score":0.0019737482},"labels":[],"label_agreement":null},{"id":"W2067284037","doi":"10.1115/imece2010-38417","title":"Variable Stiffness Tensioner for a Belt Driven Transmission System","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Pulley; Belt drive; Stiffness; Tension (geology); Spring (device); Displacement (psychology); Engineering; Structural engineering; RADIUS; Control theory (sociology); Computer science; Compression (physics); Physics","score_opus":0.0044247090435682946,"score_gpt":0.18995673273414418,"score_spread":0.1855320236905759,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067284037","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.114671476,0.0014984125,0.8571016,0.00026925936,0.00055308605,0.00038319392,0.00019179816,0.004742521,0.02058859],"genre_scores_gemma":[0.74200356,0.0007157352,0.2198943,0.00016728912,0.00024902355,0.00037438303,0.0003438449,0.0002482452,0.03600357],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956316,0.0000481932,0.000034531062,0.00011365941,0.00020935171,0.000031007894],"domain_scores_gemma":[0.99961036,0.00006600955,0.0000842307,0.00008537221,0.000121373676,0.000032637447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003373766,0.0006282913,0.0003543012,0.00062215223,0.00032953292,0.0006009469,0.0017588424,0.00076121266,0.0070712343],"category_scores_gemma":[0.00060447573,0.00036246877,0.00048211162,0.0003347145,0.0002963832,0.0010451155,0.00046567578,0.00067496905,0.0015283696],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041565165,0.00019638787,0.0013105986,0.00073425216,0.00007099544,0.0007914907,0.00032542978,0.011296122,0.7337795,0.017839726,0.0038598708,0.22938001],"study_design_scores_gemma":[0.00078881904,0.006302464,0.01133768,0.00024148914,0.0005041246,0.0065294597,0.00018030616,0.37565908,0.37272403,0.0065149735,0.2188763,0.00034128517],"about_ca_topic_score_codex":0.00033308342,"about_ca_topic_score_gemma":0.00035506894,"teacher_disagreement_score":0.0070712343,"about_ca_system_score_codex":0.00027647772,"about_ca_system_score_gemma":0.0002772784,"threshold_uncertainty_score":0.023655593},"labels":[],"label_agreement":null},{"id":"W2067336904","doi":"10.1002/apj.537","title":"CFD investigation of new helical ribbon mixers bottom shapes to improve pumping","year":2011,"lang":"en","type":"article","venue":"Asia-Pacific Journal of Chemical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Dirección General de Asuntos del Personal Académico, Universidad Nacional Autónoma de México; Consejo Nacional de Ciencia y Tecnología","keywords":"Impeller; Paddle; Ribbon; Mixing (physics); Mechanical engineering; Mechanics; Computational fluid dynamics; Materials science; Engineering; Physics; Composite material","score_opus":0.010064339839927198,"score_gpt":0.18941380066824126,"score_spread":0.17934946082831407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067336904","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96364856,0.00030285676,0.033145405,0.00006854228,0.00004432332,0.000030720374,0.00009939316,0.00033684194,0.002323283],"genre_scores_gemma":[0.982774,0.00008071943,0.01651532,0.000008723121,0.0000045910224,0.000011992484,0.000043884513,0.000015047485,0.0005458603],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998647,0.000024439256,0.000007811285,0.000019899675,0.000050835133,0.000032297838],"domain_scores_gemma":[0.9997861,0.00007509189,0.000039858838,0.00002901507,0.000044606753,0.000025490368],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047590715,0.00029201913,0.0005298147,0.00034043228,0.00020999758,0.00058897695,0.00027165766,0.00044184853,0.00094753917],"category_scores_gemma":[0.00041276508,0.00018143021,0.00031208785,0.00018152296,0.0002664568,0.00022909438,0.00023842936,0.0002487537,0.00032611415],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007104984,0.0001141766,0.002386416,0.00013483167,0.000012523444,0.00036593317,0.00007731855,0.07777456,0.89580834,0.00080408814,0.0003071362,0.021504339],"study_design_scores_gemma":[0.0000941161,0.0011923009,0.00519537,0.00002199713,0.000027257805,0.00016602033,0.000066709414,0.46251413,0.52734375,0.00023610766,0.0031078476,0.000034406792],"about_ca_topic_score_codex":0.00026453758,"about_ca_topic_score_gemma":0.00045239518,"teacher_disagreement_score":0.00094753917,"about_ca_system_score_codex":0.00020496508,"about_ca_system_score_gemma":0.00016594287,"threshold_uncertainty_score":0.0031698346},"labels":[],"label_agreement":null},{"id":"W2067983157","doi":"10.1115/imece2003-41632","title":"Fuzzy Control of a Resonant Vibration Dryer","year":2003,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Fuzzy control system; Control theory (sociology); Vibration; Fuzzy logic; Constant (computer programming); Stiffness; Amplitude; Vibration control; Control (management); Computer science; Engineering; Control engineering; Physics; Acoustics; Structural engineering; Artificial intelligence","score_opus":0.004529774673807708,"score_gpt":0.18536140599085282,"score_spread":0.1808316313170451,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067983157","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.112065054,0.00031114777,0.88098204,0.0001721408,0.0001049937,0.000070938775,0.00002785478,0.0004638932,0.0058019487],"genre_scores_gemma":[0.9420324,0.00012788322,0.05379391,0.000047993035,0.000025486333,0.000039467755,0.000014450597,0.000015694459,0.0039026772],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998771,0.000014246362,0.0000061113524,0.000035201894,0.00005530519,0.00001203162],"domain_scores_gemma":[0.9999083,0.000032211054,0.000017650065,0.000009318937,0.000024286415,0.000008217928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022901205,0.00020795666,0.000356246,0.00016236023,0.0003565744,0.0003756937,0.0006530888,0.00039019296,0.0015331535],"category_scores_gemma":[0.00026648297,0.00011329033,0.0002402655,0.00009514852,0.00036286755,0.00020361482,0.00021753633,0.00036300946,0.00018562745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044749942,0.00014646874,0.00033808293,0.00033473293,0.000046937246,0.0003026423,0.00026589364,0.31862867,0.50796986,0.0133890845,0.00104153,0.15708868],"study_design_scores_gemma":[0.00007492965,0.00029781813,0.00041599348,0.000009636763,0.00002336938,0.000061103856,0.000025790203,0.9660787,0.029299323,0.0011336348,0.002559281,0.000020428832],"about_ca_topic_score_codex":0.002422553,"about_ca_topic_score_gemma":0.0022155156,"teacher_disagreement_score":0.002422553,"about_ca_system_score_codex":0.0002793843,"about_ca_system_score_gemma":0.00022584877,"threshold_uncertainty_score":0.00512892},"labels":[],"label_agreement":null},{"id":"W2068561359","doi":"10.1061/(asce)em.1943-7889.0000423","title":"Seismic Response of Asymmetric Rectangular Liquid-Containing Structures","year":2012,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Asymmetry; Dissipation; Compressibility; Finite element method; Fluid–structure interaction; Domain (mathematical analysis); Frequency domain; Mechanics; Computer science; Structural engineering; Physics; Mathematics; Mathematical analysis; Engineering; Thermodynamics","score_opus":0.006923482439225515,"score_gpt":0.2065616089008336,"score_spread":0.19963812646160808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068561359","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.510939,0.00019880779,0.4780439,0.00020186481,0.000035048964,0.000048406568,0.00012848825,0.00020125258,0.010203242],"genre_scores_gemma":[0.9776073,0.00015049914,0.019499715,0.000047645404,0.000014774588,0.00003536622,0.00007993071,0.000028848997,0.0025358794],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999138,0.000020832545,0.0000034758743,0.000016154892,0.000032815853,0.000012901896],"domain_scores_gemma":[0.99987316,0.00005248123,0.00002748649,0.000010744614,0.00002507717,0.000011061511],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017003705,0.0003951295,0.0002851632,0.00024343099,0.000114087896,0.00035465928,0.0005250165,0.0006813169,0.0009946711],"category_scores_gemma":[0.00048461364,0.00016856482,0.00021826244,0.000203205,0.00052262715,0.00045819845,0.00044554172,0.00036377108,0.00018749594],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014689869,0.00006752505,0.002511758,0.00009894389,0.000025274221,0.0006352887,0.0002089748,0.8272097,0.1366534,0.011982343,0.0003594045,0.020100541],"study_design_scores_gemma":[0.000005916783,0.000023529848,0.0004261256,0.000004086629,0.0000037686407,0.00004736693,0.000033997985,0.99386406,0.0048034503,0.00054882345,0.00023335086,0.0000055291935],"about_ca_topic_score_codex":0.0008150448,"about_ca_topic_score_gemma":0.00072398246,"teacher_disagreement_score":0.0009946711,"about_ca_system_score_codex":0.0002556686,"about_ca_system_score_gemma":0.00029551247,"threshold_uncertainty_score":0.0033275485},"labels":[],"label_agreement":null},{"id":"W2068630417","doi":"10.1016/j.engstruct.2014.06.001","title":"An analytical approach to evaluate damping property of orthogonal cable networks","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Structural engineering; Modal; Vibration; Engineering; Position (finance); Transverse plane; Modal analysis; Finite element method; Property (philosophy); Damping ratio; Acoustics; Physics; Materials science","score_opus":0.008573214795342949,"score_gpt":0.22189858760396702,"score_spread":0.21332537280862407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068630417","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.031812806,0.00024014742,0.9605317,0.000045076344,0.00002321821,0.000028250644,0.000028879082,0.000120917925,0.007168907],"genre_scores_gemma":[0.836901,0.0009950986,0.15409628,0.00005263153,0.000060456336,0.00013204727,0.00006929027,0.0000871647,0.00760598],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998622,0.000034022225,0.0000048649586,0.000017332033,0.00006653914,0.000015085411],"domain_scores_gemma":[0.999796,0.000082955725,0.000026154585,0.00002001007,0.00006432908,0.000010630897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027137058,0.00048321302,0.00021730147,0.000813591,0.00025961528,0.0004956836,0.00044097056,0.00037956235,0.0014811914],"category_scores_gemma":[0.0011815926,0.00016699525,0.00031680005,0.00041041189,0.000391309,0.0006686631,0.00035951775,0.00040492497,0.0003070608],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007603937,0.00013800831,0.0014916573,0.00020140542,0.00003867445,0.0003111065,0.0002626971,0.58659303,0.13319452,0.1712859,0.0014460231,0.10496084],"study_design_scores_gemma":[0.000002269409,0.000023663802,0.00015575926,0.000007792428,0.000005926957,0.00006597282,0.000024084133,0.99133426,0.0029921238,0.0044028163,0.0009799188,0.0000054260017],"about_ca_topic_score_codex":0.0011373644,"about_ca_topic_score_gemma":0.0012706654,"teacher_disagreement_score":0.0014811914,"about_ca_system_score_codex":0.00029368626,"about_ca_system_score_gemma":0.0003191558,"threshold_uncertainty_score":0.004955113},"labels":[],"label_agreement":null},{"id":"W2069179125","doi":"10.1017/s002211200400179x","title":"Time-dependent response of a floating viscoelastic plate to an impulsively started moving load","year":2004,"lang":"en","type":"article","venue":"Journal of Fluid Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Moving load; Viscoelasticity; Mechanics; Critical speed; Physics; Acoustics; Vibration","score_opus":0.006366171217884746,"score_gpt":0.21872117521533563,"score_spread":0.2123550039974509,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069179125","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.982212,0.000041219322,0.015687568,0.000037947026,0.000012370432,0.000006098758,0.000013673272,0.00007944179,0.0019095627],"genre_scores_gemma":[0.99858093,0.00002237327,0.0006017471,0.000007545864,0.0000013759192,0.0000021968283,0.00000796256,0.000004417485,0.00077132374],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999558,0.0000040500827,0.0000014312981,0.000007799282,0.000022164628,0.000008777586],"domain_scores_gemma":[0.9998888,0.00004863253,0.00001801045,0.000012759268,0.00001702282,0.000014804216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000100570905,0.00018847693,0.00013351126,0.00017619054,0.000130396,0.00017142111,0.00028510447,0.00029641992,0.00090932066],"category_scores_gemma":[0.00045131083,0.000096085554,0.00014751923,0.000081099,0.00045948545,0.00024399027,0.00027966412,0.00028619412,0.00012481191],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035971616,0.000059651247,0.0020018718,0.00006276146,0.000027351673,0.0009861116,0.00034375867,0.22289702,0.75698507,0.0036076985,0.00013643713,0.012532652],"study_design_scores_gemma":[0.000011039646,0.00023667821,0.0054576597,0.000008363854,0.000011914423,0.00020813405,0.00008352915,0.91754323,0.075316675,0.00086016755,0.00023172953,0.000030783067],"about_ca_topic_score_codex":0.0010271848,"about_ca_topic_score_gemma":0.00053872913,"teacher_disagreement_score":0.0010271848,"about_ca_system_score_codex":0.00019328871,"about_ca_system_score_gemma":0.00012872879,"threshold_uncertainty_score":0.0030419827},"labels":[],"label_agreement":null},{"id":"W2069234118","doi":"10.1115/fedsm-icnmm2010-30084","title":"Dynamics of a Fluid-Conveying Cantilevered Pipe With Intermediate Spring Support","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Galerkin method; Nonlinear system; Bifurcation; Spring (device); Poincaré map; Quasiperiodic function; Discretization; Cantilever; Flutter; Mathematics; Phase plane; Mathematical analysis; Fluid dynamics; Divergence (linguistics); Planar; Mechanics; Physics; Aerodynamics; Engineering; Computer science; Structural engineering","score_opus":0.003567217317110087,"score_gpt":0.18497178709552906,"score_spread":0.18140456977841896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069234118","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.965194,0.00006452993,0.033248536,0.00007528602,0.000010357659,0.000010991037,0.000029201541,0.00006799074,0.0012990754],"genre_scores_gemma":[0.9954644,0.000031530588,0.003640472,0.000006667737,0.0000026294606,0.000011281157,0.000018631617,0.0000028368818,0.00082156825],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999306,0.000010891112,0.0000033246977,0.000019006813,0.000024476274,0.000011690319],"domain_scores_gemma":[0.99984884,0.000057321824,0.000030129777,0.00001358891,0.000021197975,0.000028881172],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016483564,0.0002495921,0.00030102473,0.00015679328,0.00029915452,0.00030379283,0.00041925441,0.00060620566,0.0010754546],"category_scores_gemma":[0.00035257824,0.00016864085,0.00021009492,0.0001239642,0.0006997929,0.00035264346,0.000519025,0.00021182113,0.000109600725],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031392055,0.00009789214,0.008233124,0.00016662214,0.000050388153,0.0025540688,0.00074885704,0.28824517,0.6783599,0.0047052847,0.00028915802,0.016235536],"study_design_scores_gemma":[0.000040039107,0.00044071174,0.008300499,0.0000107986225,0.000020876358,0.00031423595,0.00012097429,0.96985686,0.019408105,0.0008468559,0.00061149924,0.00002853174],"about_ca_topic_score_codex":0.0010436509,"about_ca_topic_score_gemma":0.000654911,"teacher_disagreement_score":0.0010754546,"about_ca_system_score_codex":0.00014804132,"about_ca_system_score_gemma":0.00030195835,"threshold_uncertainty_score":0.0035977364},"labels":[],"label_agreement":null},{"id":"W2069808619","doi":"10.1115/pvp2014-28337","title":"An Experimental Study of Dynamics of Towed Flexible Cylinders","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cylinder; Mechanics; Transverse plane; Horizontal plane; Silicone rubber; Nonlinear system; Instability; Materials science; Physics; Optics; Structural engineering; Engineering; Mechanical engineering; Composite material","score_opus":0.009448108924229044,"score_gpt":0.248689064390314,"score_spread":0.23924095546608495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069808619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98795694,0.00009447877,0.010995575,0.000029557774,0.0000333091,0.00006356794,0.00010657409,0.00009117165,0.00062881503],"genre_scores_gemma":[0.9894316,0.00014187448,0.008811308,0.00002074966,0.00001548651,0.00008337992,0.000162928,0.000017788148,0.0013150458],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995696,0.00004781263,0.000036324916,0.00010668262,0.00015010178,0.00008946421],"domain_scores_gemma":[0.99864656,0.0005685944,0.0001549146,0.00023064426,0.00026349246,0.0001358554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003732903,0.0004177982,0.0003740762,0.0003024545,0.0004976684,0.0002945258,0.0006421923,0.0005246561,0.0027538508],"category_scores_gemma":[0.0015546979,0.0002142521,0.0002670066,0.00021323473,0.00064310734,0.00055689324,0.00071654265,0.00053446967,0.00029550487],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022877273,0.00017380095,0.0011063745,0.00014696643,0.000010827104,0.00034609434,0.0002690865,0.0022666608,0.9873798,0.00018569686,0.00007053173,0.007815346],"study_design_scores_gemma":[0.00006908193,0.0061454084,0.010881285,0.00003905609,0.000033495926,0.0006006463,0.00036044567,0.027758518,0.95162946,0.00024538243,0.0021719679,0.00006529403],"about_ca_topic_score_codex":0.00060730823,"about_ca_topic_score_gemma":0.0006070114,"teacher_disagreement_score":0.0027538508,"about_ca_system_score_codex":0.00017092966,"about_ca_system_score_gemma":0.00018748753,"threshold_uncertainty_score":0.0092125535},"labels":[],"label_agreement":null},{"id":"W2069992601","doi":"10.1016/j.tws.2012.06.012","title":"Subcritical parametric response of an axially accelerating beam","year":2012,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Axial symmetry; Nonlinear system; Phase portrait; Discretization; Galerkin method; Parametric statistics; Ordinary differential equation; Beam (structure); Partial differential equation; Mathematical analysis; Fourier transform; Physics; Mathematics; Differential equation; Geometry; Optics","score_opus":0.015548582166974946,"score_gpt":0.2548163765938736,"score_spread":0.23926779442689863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069992601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9598421,0.00009012203,0.015700394,0.00018589798,0.000032729247,0.000033346907,0.000034602814,0.00013851862,0.023942342],"genre_scores_gemma":[0.9966912,0.00002472813,0.00093149336,0.000020247113,0.0000058071,0.000010825661,0.00001057547,0.0000113821725,0.0022936882],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986494,0.00002655484,0.0000031729817,0.000017332874,0.000053276504,0.00003464045],"domain_scores_gemma":[0.9995552,0.00024116042,0.00005409573,0.000045726487,0.000053416978,0.00005047463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022008513,0.00029450218,0.0002900054,0.00029942047,0.00044174347,0.0005141204,0.0006036018,0.0007391023,0.00335],"category_scores_gemma":[0.0015285509,0.0002576495,0.0001860419,0.0002232788,0.0012127825,0.00040522325,0.0007218255,0.0006495357,0.0002867275],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016484184,0.00030232305,0.0045914594,0.00025701243,0.0001029899,0.0026577788,0.0025816986,0.36103994,0.53078663,0.06545366,0.0016537792,0.028924251],"study_design_scores_gemma":[0.000027016566,0.00014872849,0.004568541,0.000018754314,0.000014171113,0.00028842114,0.00022045833,0.9611789,0.029425269,0.0031598283,0.00090870366,0.00004125542],"about_ca_topic_score_codex":0.0010762116,"about_ca_topic_score_gemma":0.00060083094,"teacher_disagreement_score":0.00335,"about_ca_system_score_codex":0.00023268528,"about_ca_system_score_gemma":0.00028665093,"threshold_uncertainty_score":0.011206806},"labels":[],"label_agreement":null},{"id":"W2070616596","doi":"10.1016/j.jweia.2013.10.002","title":"Galloping of a single iced conductor based on curved-beam theory","year":2013,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Aerodynamic force; Aerodynamics; Curvature; Beam (structure); Nonlinear system; Mechanics; Position (finance); Physics; Displacement (psychology); Conductor; Classical mechanics; Control theory (sociology); Mathematics; Structural engineering; Mathematical analysis; Geometry; Engineering; Optics; Computer science","score_opus":0.01525723402614415,"score_gpt":0.18742018272710773,"score_spread":0.17216294870096358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070616596","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23711225,0.001562869,0.6793522,0.00042082623,0.00065724074,0.000109676745,0.00018491448,0.0006819012,0.07991807],"genre_scores_gemma":[0.9730672,0.00043490887,0.011975638,0.000059820308,0.00007578022,0.000032274664,0.00006914136,0.0000966672,0.014188434],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991107,0.000024281528,0.0000043528566,0.000017156255,0.0000242183,0.000018830424],"domain_scores_gemma":[0.99981517,0.00006128006,0.00001864765,0.000036615453,0.000044343804,0.000024039307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022614741,0.00053656095,0.0009579541,0.000632923,0.00070052355,0.0010175306,0.00089873746,0.0013790315,0.003607812],"category_scores_gemma":[0.00048197876,0.0003253499,0.0010920969,0.0003568325,0.0010145792,0.0009313253,0.0006311075,0.0005222062,0.00060089823],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023868543,0.000081418235,0.0014725057,0.000300392,0.00009589589,0.0020387217,0.0005586252,0.8358855,0.0408245,0.09858377,0.0032759898,0.016643912],"study_design_scores_gemma":[0.0000051708694,0.00002201877,0.00034451595,0.00001507543,0.000010913073,0.00009109553,0.000054810127,0.9939639,0.0007625103,0.0040614773,0.00065268896,0.000015787076],"about_ca_topic_score_codex":0.0014132417,"about_ca_topic_score_gemma":0.0014450006,"teacher_disagreement_score":0.003607812,"about_ca_system_score_codex":0.00031213812,"about_ca_system_score_gemma":0.00027382505,"threshold_uncertainty_score":0.0120693445},"labels":[],"label_agreement":null},{"id":"W2071112234","doi":"10.1016/j.finel.2007.11.019","title":"Three-dimensional modeling of curved structures containing and/or submerged in fluid","year":2008,"lang":"en","type":"article","venue":"Finite Elements in Analysis and Design","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; École de Technologie Supérieure; Polytechnique Montréal","funders":"","keywords":"Inviscid flow; Finite element method; Bernoulli's principle; Displacement (psychology); Mechanics; Compressibility; Shell (structure); Added mass; Fluid–structure interaction; Classical mechanics; Physics; Mathematics; Geometry; Structural engineering; Vibration; Engineering; Mechanical engineering","score_opus":0.03537414770619853,"score_gpt":0.24320839984484288,"score_spread":0.20783425213864434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071112234","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18541777,0.00020878021,0.79722506,0.00022710997,0.00006922963,0.00007501888,0.0003716967,0.00068556226,0.015719699],"genre_scores_gemma":[0.9215634,0.00025897246,0.066340975,0.00006305431,0.000012030522,0.00011655996,0.00027765761,0.00012363672,0.0112436265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988866,0.000021226455,0.000006192905,0.000017249284,0.00004842371,0.000018292867],"domain_scores_gemma":[0.999846,0.000049903567,0.000024855586,0.000021288755,0.00003910571,0.000018814444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001650483,0.0005213189,0.00051930733,0.00036478945,0.0004114404,0.0009218007,0.001221371,0.0016354799,0.0027109163],"category_scores_gemma":[0.0004986043,0.0004419755,0.0006102211,0.000315439,0.00059572747,0.0006073534,0.0005568853,0.00038389608,0.00054675125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001376931,0.000016565806,0.0002829889,0.000016814856,0.0000075775024,0.00008882622,0.000047590118,0.9882632,0.005844765,0.0026400709,0.00013013722,0.002647688],"study_design_scores_gemma":[0.0000021262751,0.000009071126,0.00012759265,0.0000028152567,0.0000026569496,0.000020516021,0.000017769702,0.99807113,0.0008731017,0.00043867153,0.00042920807,0.0000052484734],"about_ca_topic_score_codex":0.005335228,"about_ca_topic_score_gemma":0.004974652,"teacher_disagreement_score":0.005335228,"about_ca_system_score_codex":0.00037054127,"about_ca_system_score_gemma":0.0008901538,"threshold_uncertainty_score":0.010608375},"labels":[],"label_agreement":null},{"id":"W2071204484","doi":"10.1063/2.1202302","title":"An improved HSFR method for natural vibration analysis of an immersed cylinder pile with a tip mass","year":2012,"lang":"en","type":"article","venue":"Theoretical and Applied Mechanics Letters","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Pile; Added mass; Cylinder; Vibration; Cantilever; Compressibility; Natural frequency; Mechanics; Finite element method; Moment of inertia; Equations of motion; Structural engineering; Inertia; Numerical analysis; Materials science; Physics; Acoustics; Classical mechanics; Mathematics; Engineering; Geometry; Mathematical analysis","score_opus":0.0037606611840650507,"score_gpt":0.2184724843004432,"score_spread":0.21471182311637815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071204484","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0060141096,0.00012716277,0.991476,0.000031280364,0.000036534373,0.000024390674,0.000035809764,0.00019745248,0.0020572392],"genre_scores_gemma":[0.27815285,0.0005106064,0.7080512,0.000079112666,0.00009985882,0.00015175044,0.00023587592,0.00019637254,0.012522326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981815,0.00005242152,0.000008388402,0.000023851073,0.00008480191,0.000012537926],"domain_scores_gemma":[0.99981934,0.0000634614,0.00001772683,0.00002547253,0.00006438035,0.000009687193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037904727,0.0005453525,0.00044656987,0.0005390599,0.00021228513,0.0002594428,0.0008465415,0.0007860044,0.003545838],"category_scores_gemma":[0.0005444177,0.0001842599,0.00071508694,0.0003145015,0.00037822177,0.0006803264,0.00039202234,0.00056595606,0.001136948],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011340302,0.000096420925,0.0005862478,0.00052815693,0.00006547353,0.0005019388,0.00027511257,0.59271145,0.10261796,0.047992066,0.0027215583,0.25179017],"study_design_scores_gemma":[0.000005543217,0.000031565225,0.000110071065,0.000007005118,0.0000044429257,0.0000707938,0.000012597566,0.99400073,0.0021667676,0.0011778421,0.0024021035,0.000010554429],"about_ca_topic_score_codex":0.0026585283,"about_ca_topic_score_gemma":0.0024220217,"teacher_disagreement_score":0.003545838,"about_ca_system_score_codex":0.00020036276,"about_ca_system_score_gemma":0.0005285557,"threshold_uncertainty_score":0.01186204},"labels":[],"label_agreement":null},{"id":"W2071240581","doi":"10.1142/s0219455401000160","title":"THE INFLUENCE OF COMBINED CONCENTRATED AND DISTRIBUTED FOLLOWER FORCES ON THE EIGENSOLUTIONS OF A SPINNING BEAM","year":2001,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flutter; Vibration; Spinning; Beam (structure); Timoshenko beam theory; Action (physics); Instability; Control theory (sociology); Mathematics; Physics; Mathematical analysis; Classical mechanics; Structural engineering; Mechanics; Engineering; Computer science; Acoustics; Mechanical engineering; Control (management)","score_opus":0.006561715455578806,"score_gpt":0.22187246269271294,"score_spread":0.21531074723713414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071240581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94940096,0.00014511992,0.04719459,0.00005950974,0.000014850403,0.000010914387,0.000013311587,0.00007394349,0.0030867907],"genre_scores_gemma":[0.99695,0.000057192163,0.002520142,0.0000040606647,0.0000052581245,0.0000066463344,0.0000065495356,0.000012372106,0.000437959],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990654,0.000022512046,0.0000034302343,0.000011443616,0.00003479068,0.000021209127],"domain_scores_gemma":[0.99948895,0.00031109984,0.00007383599,0.000034426368,0.00004205579,0.000049562437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022984264,0.0004932313,0.00026269027,0.00026985427,0.0002941144,0.0004560183,0.00020092963,0.0004063102,0.00093962334],"category_scores_gemma":[0.0015761558,0.0002399512,0.00029500044,0.00011778479,0.00071775506,0.00038793203,0.0005297112,0.00025134036,0.00012017978],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008616356,0.00006976939,0.006600335,0.00014757973,0.00011449847,0.0015065756,0.0008944324,0.65552545,0.26227322,0.015062446,0.00041205084,0.056532003],"study_design_scores_gemma":[0.000029999852,0.00014949456,0.003219136,0.000010902051,0.000030371952,0.00013882961,0.00012862668,0.97188044,0.02133359,0.0027827024,0.00027442057,0.000021544458],"about_ca_topic_score_codex":0.0011303093,"about_ca_topic_score_gemma":0.0013168612,"teacher_disagreement_score":0.0011303093,"about_ca_system_score_codex":0.00013755189,"about_ca_system_score_gemma":0.00018388659,"threshold_uncertainty_score":0.0031434298},"labels":[],"label_agreement":null},{"id":"W2072538536","doi":"10.1006/jsvi.1999.2858","title":"GALLOPING OF BUNDLE CONDUCTOR","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":113,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Manitoba Hydro","keywords":"Conductor; Parametric statistics; Aerodynamics; Bundle; Finite element method; Structural engineering; Span (engineering); Electrical conductor; Amplitude; Wind tunnel; Wind speed; Engineering; Mechanics; Geometry; Physics; Mathematics; Control theory (sociology); Computer science; Electrical engineering; Optics","score_opus":0.010235382695360305,"score_gpt":0.2180812295001799,"score_spread":0.2078458468048196,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072538536","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.877942,0.00047830274,0.048797242,0.00026728655,0.000439391,0.00003467395,0.0000987783,0.0009957497,0.070946515],"genre_scores_gemma":[0.986227,0.000058599024,0.0017215937,0.000024082363,0.000033493994,0.0000050242356,0.000059528465,0.00012244446,0.011748257],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998503,0.000027438065,0.0000048902,0.000036220736,0.000028187007,0.000052992615],"domain_scores_gemma":[0.9997651,0.00003720127,0.000032345968,0.00006928914,0.000039134484,0.000057083165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016731051,0.00047342674,0.000551571,0.0004542947,0.0007664826,0.0009346923,0.00040943164,0.00085390446,0.007099984],"category_scores_gemma":[0.0005852727,0.00020973566,0.0004514552,0.00021201733,0.0006091975,0.0008263863,0.0008832668,0.0004204409,0.0016424342],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024039727,0.00018065974,0.0051221815,0.0004230883,0.0001356398,0.010299903,0.0025768243,0.043152794,0.7494473,0.11280725,0.012686913,0.060763463],"study_design_scores_gemma":[0.00013535196,0.0019273377,0.030394137,0.00013769064,0.00018562259,0.007335945,0.002328461,0.5315267,0.31594813,0.06993056,0.039953902,0.00019624807],"about_ca_topic_score_codex":0.00025542593,"about_ca_topic_score_gemma":0.00022868365,"teacher_disagreement_score":0.007099984,"about_ca_system_score_codex":0.00023372407,"about_ca_system_score_gemma":0.00010797067,"threshold_uncertainty_score":0.023751795},"labels":[],"label_agreement":null},{"id":"W2072744782","doi":"10.1016/j.jfluidstructs.2003.08.008","title":"Vibration analysis of shell-and-tube heat exchangers: an overview—Part 2: vibration response, fretting-wear, guidelines","year":2003,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":144,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Atomic Energy (Canada); Natural Sciences and Engineering Research Council of Canada","funders":"Atomic Energy of Canada Limited","keywords":"Heat exchanger; Vibration; Structural engineering; Engineering; Shell and tube heat exchanger; Vortex-induced vibration; Mechanical engineering; Fretting; Tube (container); Materials science; Nuclear engineering; Acoustics","score_opus":0.02852785895705047,"score_gpt":0.28601709863234037,"score_spread":0.2574892396752899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072744782","genre_codex":"methods","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.043668237,0.013770685,0.93499273,0.00037101048,0.00020887936,0.00008479868,0.00014805085,0.0009069335,0.0058486317],"genre_scores_gemma":[0.7070619,0.02301634,0.22876504,0.00032341914,0.000653195,0.0002861351,0.00068946026,0.00061439467,0.038590066],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99950933,0.00012684746,0.00003432947,0.000105444036,0.00019584468,0.000028160257],"domain_scores_gemma":[0.99938667,0.00034839957,0.000034241555,0.000040609917,0.00017558322,0.000014523323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080995075,0.0010246631,0.0011214457,0.00094845047,0.00034596358,0.00078331627,0.00094779284,0.0012494636,0.0037206463],"category_scores_gemma":[0.0010765095,0.00040755642,0.0009938111,0.0003658046,0.00046260667,0.00081935484,0.00051024504,0.00065116055,0.0015355991],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003879826,0.00024191884,0.0027781345,0.0018665323,0.00014594979,0.00012369316,0.00031899867,0.08566998,0.3070851,0.003527118,0.0039656037,0.59388894],"study_design_scores_gemma":[0.000052684205,0.0009589719,0.015701031,0.00043105858,0.00019160124,0.00057354703,0.00037114753,0.72792405,0.21659324,0.009401072,0.027641151,0.00016038606],"about_ca_topic_score_codex":0.0009231666,"about_ca_topic_score_gemma":0.0019033906,"teacher_disagreement_score":0.0037206463,"about_ca_system_score_codex":0.00022570346,"about_ca_system_score_gemma":0.00024049815,"threshold_uncertainty_score":0.012446761},"labels":[],"label_agreement":null},{"id":"W2072812981","doi":"10.1016/j.nonrwa.2011.10.009","title":"Nonlinear dynamic response of a simply-supported Kelvin–Voigt viscoelastic beam, additionally supported by a nonlinear spring","year":2011,"lang":"en","type":"article","venue":"Nonlinear Analysis Real World Applications","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Viscoelasticity; Nonlinear system; Dissipation; Kelvin–Voigt material; Vibration; Spring (device); Mechanics; Standard linear solid model; Perturbation (astronomy); Physics; Classical mechanics; Frequency response; Equations of motion; Beam (structure); Optics; Acoustics; Engineering; Thermodynamics","score_opus":0.008361521460660873,"score_gpt":0.2426752022912119,"score_spread":0.234313680830551,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072812981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98852843,0.00005637752,0.007210056,0.00013124853,0.0000340518,0.000010059983,0.00007189295,0.000045571433,0.003912338],"genre_scores_gemma":[0.9963665,0.000038196533,0.0012469454,0.000028361415,0.00000426145,0.0000084898065,0.000046941917,0.000008986799,0.0022512309],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988854,0.00001341189,0.000005544215,0.00002401774,0.000041499963,0.000026974478],"domain_scores_gemma":[0.9997985,0.00008284565,0.000026561764,0.000024830453,0.000041470787,0.000025870359],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016674657,0.00026302406,0.0002512565,0.00018821404,0.00024319738,0.00029970976,0.00042674085,0.00072795985,0.0036825761],"category_scores_gemma":[0.0005168767,0.00017481433,0.00023273364,0.00018363132,0.0006344761,0.00037469735,0.0003720242,0.0003357905,0.00044624964],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009196444,0.0001329372,0.001662326,0.00012176269,0.000048959184,0.000845615,0.0004974059,0.05968561,0.9235063,0.0028212203,0.0004516577,0.009306494],"study_design_scores_gemma":[0.00007606798,0.0006177591,0.015823714,0.000038377457,0.00003108894,0.00033657023,0.00037450192,0.84905326,0.13146484,0.0010293472,0.0010789651,0.00007546192],"about_ca_topic_score_codex":0.0012613246,"about_ca_topic_score_gemma":0.00092827564,"teacher_disagreement_score":0.0036825761,"about_ca_system_score_codex":0.00016170947,"about_ca_system_score_gemma":0.00022003266,"threshold_uncertainty_score":0.012319446},"labels":[],"label_agreement":null},{"id":"W2072907272","doi":"10.1115/pvp2009-77888","title":"Modelling of Hydrodynamic Forces on a Whirling Mixing Vessel Stirrer Including Fluid-Structure Interaction","year":2009,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Impeller; Computational fluid dynamics; Mechanics; Fluid–structure interaction; Baffle; Rotor (electric); Fluid dynamics; Stiffness; Added mass; Turbomachinery; Mechanical engineering; Engineering; Physics; Finite element method; Computer science; Structural engineering; Vibration; Acoustics","score_opus":0.016321246080482,"score_gpt":0.23705470959745972,"score_spread":0.22073346351697773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072907272","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40361413,0.0003309004,0.58404255,0.00024609562,0.00008071685,0.00011253172,0.00012271447,0.0005571646,0.010893201],"genre_scores_gemma":[0.96321326,0.00029030675,0.03066336,0.000026602025,0.000028417999,0.000082481216,0.00007954731,0.000047019872,0.0055690673],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986446,0.000031664036,0.0000066604903,0.000019855597,0.000056206496,0.00002108584],"domain_scores_gemma":[0.99987125,0.000063315565,0.000021669599,0.000011059728,0.000020514328,0.0000121046205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002280533,0.0004438755,0.00052597874,0.0002780527,0.000485,0.00079595245,0.0006433091,0.0010064284,0.0011844593],"category_scores_gemma":[0.0005140231,0.00025086486,0.00048222582,0.00015625298,0.00050212705,0.00061386696,0.00040890038,0.00031642153,0.00026403312],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036071033,0.000026444903,0.0006366251,0.000037811853,0.000010132394,0.00019078664,0.000065848704,0.9611498,0.02717334,0.003915993,0.00013498371,0.006622203],"study_design_scores_gemma":[0.0000052699475,0.000019889294,0.0001636708,0.000001402666,0.0000022778052,0.000018594159,0.000007828048,0.9971107,0.002089543,0.000207122,0.00036976222,0.0000039734646],"about_ca_topic_score_codex":0.0040308195,"about_ca_topic_score_gemma":0.002293803,"teacher_disagreement_score":0.0040308195,"about_ca_system_score_codex":0.00043233443,"about_ca_system_score_gemma":0.00080966525,"threshold_uncertainty_score":0.008014739},"labels":[],"label_agreement":null},{"id":"W2073970179","doi":"10.12989/was.2014.18.3.235","title":"Effective technique to analyze transmission line conductors under high intensity winds","year":2014,"lang":"en","type":"article","venue":"Wind and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Conductor; Electrical conductor; Flexibility (engineering); Transmission line; Finite element method; Line (geometry); Nonlinear system; Computer science; Electric power transmission; Intensity (physics); Structural engineering; Span (engineering); Mechanics; Mathematics; Physics; Engineering; Electrical engineering; Geometry; Telecommunications","score_opus":0.0037776835910638116,"score_gpt":0.21010034266388367,"score_spread":0.20632265907281985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073970179","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020759724,0.000096748314,0.97592545,0.000037553502,0.00002122046,0.000032985146,0.000026094145,0.00017794942,0.0029223766],"genre_scores_gemma":[0.7449975,0.00047606605,0.24833992,0.000056984572,0.00004351503,0.00020469255,0.00011904819,0.0001059869,0.005656307],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998485,0.000037073467,0.00000590673,0.000022288152,0.000074756455,0.000011424023],"domain_scores_gemma":[0.99979025,0.00007857866,0.000035681467,0.000027984544,0.000058333702,0.000009319125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002612608,0.00046093663,0.00031176192,0.00034298986,0.00029306283,0.00036191355,0.0005528353,0.0005841956,0.0015817335],"category_scores_gemma":[0.00063933554,0.00022543462,0.00040314742,0.00027641156,0.00050106086,0.00060368807,0.00040198653,0.0004461431,0.00038584706],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027826996,0.00003368795,0.0010302467,0.00014863805,0.000023653567,0.0003269582,0.00020865214,0.8730128,0.06136504,0.024667619,0.000642997,0.03851187],"study_design_scores_gemma":[0.0000034134446,0.000022645205,0.00015757537,0.0000051949933,0.0000027880055,0.00004950637,0.000015872063,0.9953484,0.0019408219,0.0016366411,0.000813221,0.0000039495426],"about_ca_topic_score_codex":0.0010408617,"about_ca_topic_score_gemma":0.00093094155,"teacher_disagreement_score":0.0015817335,"about_ca_system_score_codex":0.00019693287,"about_ca_system_score_gemma":0.00041799105,"threshold_uncertainty_score":0.0052914023},"labels":[],"label_agreement":null},{"id":"W2073984275","doi":"10.1016/j.jfluidstructs.2014.03.003","title":"Modelling of fluidelastic instability in a square inline tube array including the boundary layer effect","year":2014,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; University of Guelph","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Instability; Mechanics; Boundary layer; Strouhal number; Vortex shedding; Turbulence; Vortex-induced vibration; Flow (mathematics); Cylinder; Vibration; Structural engineering; Physics; Classical mechanics; Materials science; Vortex; Engineering; Mechanical engineering; Acoustics","score_opus":0.01291353747847241,"score_gpt":0.23638470977181938,"score_spread":0.22347117229334698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073984275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9181582,0.0002997595,0.05951043,0.0004202838,0.00008154685,0.000054929864,0.00021455741,0.00040456012,0.020855669],"genre_scores_gemma":[0.9931751,0.0000737026,0.0028786568,0.00002361865,0.000011381686,0.000022436388,0.000041985146,0.000037249993,0.003735941],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987626,0.00003607028,0.000005969311,0.000024894436,0.000026562791,0.000030242905],"domain_scores_gemma":[0.99958116,0.0001931003,0.000068922396,0.000028493541,0.00007322987,0.000055046232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021114784,0.0005361752,0.00066210557,0.00036893153,0.0005585481,0.0009493405,0.0009272405,0.0024267826,0.0027069154],"category_scores_gemma":[0.0009184263,0.0004753103,0.00053883955,0.0003187192,0.0007760774,0.00078442966,0.0006335365,0.00060794235,0.00037180184],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005944262,0.000043706812,0.00088542135,0.000025343108,0.00001313897,0.00022448797,0.0000501364,0.991402,0.0053727343,0.0007058986,0.00014544395,0.0010722365],"study_design_scores_gemma":[0.000004985519,0.00002079839,0.00029223037,0.0000020810542,0.0000031161235,0.000013077023,0.00001287211,0.9991135,0.00040324,0.000060294107,0.00006913017,0.0000045935935],"about_ca_topic_score_codex":0.00840203,"about_ca_topic_score_gemma":0.004383477,"teacher_disagreement_score":0.00840203,"about_ca_system_score_codex":0.0005036451,"about_ca_system_score_gemma":0.00066072325,"threshold_uncertainty_score":0.016706228},"labels":[],"label_agreement":null},{"id":"W2075990079","doi":"10.1115/imece2009-10605","title":"Homoclinic Orbit Bifurcation of a Rotating Truncated Conical Shell","year":2009,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Homoclinic orbit; Homoclinic bifurcation; Bifurcation; Conical surface; Transverse plane; Physics; Orbit (dynamics); Nonlinear system; Shell (structure); Classical mechanics; Saddle-node bifurcation; Mechanics; Mathematical analysis; Mathematics; Geometry; Engineering; Structural engineering; Quantum mechanics","score_opus":0.00887352966827884,"score_gpt":0.23346375010468637,"score_spread":0.22459022043640753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075990079","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96907467,0.00010775162,0.023406068,0.000049607428,0.000013467122,0.00001127533,0.000020992551,0.00004143678,0.007274647],"genre_scores_gemma":[0.99793625,0.000034440647,0.0012401667,0.0000058021733,0.0000026558407,0.0000037096459,0.000012486846,0.0000043798354,0.00076022255],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999441,0.0000111779855,0.0000032830858,0.000008721021,0.000019011419,0.00001372526],"domain_scores_gemma":[0.99993813,0.00001041096,0.000016853897,0.000010398061,0.000010214015,0.000014034244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010874219,0.00013098533,0.00023976983,0.00033035866,0.00035057557,0.0003199217,0.00021563112,0.00026354947,0.0009404262],"category_scores_gemma":[0.0002616018,0.00010025321,0.00030818643,0.00011643048,0.0004921629,0.00023738798,0.00038345295,0.0001518192,0.00011982117],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033985823,0.00010501328,0.01209885,0.0002301204,0.00011564048,0.0033031877,0.0009849785,0.38373512,0.3133935,0.25038296,0.0012053027,0.034105454],"study_design_scores_gemma":[0.000021706328,0.00014766878,0.0068735527,0.000014017144,0.000016440894,0.00044503063,0.00015287982,0.96503186,0.0096374415,0.016993314,0.00064426864,0.00002172418],"about_ca_topic_score_codex":0.0011889039,"about_ca_topic_score_gemma":0.0006086836,"teacher_disagreement_score":0.0011889039,"about_ca_system_score_codex":0.00025479475,"about_ca_system_score_gemma":0.00025556356,"threshold_uncertainty_score":0.0031459928},"labels":[],"label_agreement":null},{"id":"W2076886655","doi":"10.1115/icone17-76059","title":"Critical Velocity of Potential Flow in Interaction With a System of Plates","year":2009,"lang":"en","type":"article","venue":"Volume 2: Structural Integrity; Safety and Security; Advanced Applications of Nuclear Technology; Balance of Plant for Nuclear Applications","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; École de Technologie Supérieure; Polytechnique Montréal","funders":"","keywords":"Mechanics; Fluid dynamics; Finite element method; Fluid–structure interaction; Flow velocity; Displacement (psychology); Added mass; Boundary value problem; Physics; Classical mechanics; Flow (mathematics); Vibration; Mathematics; Mathematical analysis; Thermodynamics","score_opus":0.0025545967508585083,"score_gpt":0.2098903197659855,"score_spread":0.20733572301512698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076886655","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9268838,0.0003453964,0.060305104,0.00016436825,0.00005160449,0.000062922285,0.000059255075,0.0002406346,0.011886817],"genre_scores_gemma":[0.9972029,0.00004437091,0.0016595725,0.0000075277576,0.000007361404,0.0000138739115,0.000019086548,0.000015534517,0.001029804],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998184,0.000030285806,0.000004506054,0.00002841853,0.00006022351,0.000058253452],"domain_scores_gemma":[0.99953663,0.00022282507,0.000086817876,0.000021214953,0.000064034844,0.000068472975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030162142,0.0003916027,0.0003449275,0.0009372386,0.00064787874,0.0010358006,0.00044778854,0.00058130716,0.0021968202],"category_scores_gemma":[0.0013668408,0.00023291567,0.00022149221,0.00024771728,0.002011973,0.00059789844,0.0007982064,0.00046788718,0.0002142292],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013660509,0.00026369994,0.009761036,0.00031631198,0.00006462963,0.002515122,0.0013759395,0.5336598,0.3181907,0.10465909,0.0016421103,0.026185464],"study_design_scores_gemma":[0.000047975806,0.00022045229,0.0043166927,0.000029597655,0.000014919371,0.00022435632,0.0001962485,0.9513655,0.03319028,0.009286138,0.0010518915,0.00005603027],"about_ca_topic_score_codex":0.002495284,"about_ca_topic_score_gemma":0.0007861665,"teacher_disagreement_score":0.002495284,"about_ca_system_score_codex":0.0007335872,"about_ca_system_score_gemma":0.0008124065,"threshold_uncertainty_score":0.007349074},"labels":[],"label_agreement":null},{"id":"W2077046514","doi":"10.1115/imece2009-11822","title":"Chaotic Vibrations of Circular Shells Conveying Flowing Fluid","year":2009,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mechanics; Lyapunov exponent; Vibration; Inertia; Physics; Nonlinear system; Classical mechanics; Flow (mathematics); Chaotic; Fluid dynamics; Harmonic; Laminar flow","score_opus":0.007326301449614742,"score_gpt":0.19916780349561866,"score_spread":0.19184150204600392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077046514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98986465,0.000052923733,0.008718654,0.00004289783,0.0000072707735,0.000006318283,0.000013039179,0.00003918469,0.0012549941],"genre_scores_gemma":[0.9988859,0.000017790913,0.00070652453,0.0000034552365,0.0000015150971,0.0000028241,0.000009394421,0.0000038622447,0.0003686744],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999951,0.00001321413,0.000002978718,0.000010247555,0.000013176818,0.000009323842],"domain_scores_gemma":[0.99983346,0.00006383123,0.000042992575,0.000014079397,0.000020889041,0.000024682933],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015364325,0.00019724443,0.00020209071,0.00024099808,0.00024268526,0.00028215724,0.00023563066,0.00028597697,0.0006348006],"category_scores_gemma":[0.00061506487,0.00011147181,0.00018292668,0.00013042921,0.00074818876,0.0002412489,0.0003143172,0.00014380252,0.00005455717],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00079024147,0.00009336892,0.008618452,0.00016012914,0.000080443235,0.0012493315,0.0009895447,0.76987195,0.18752877,0.01555486,0.000610948,0.01445184],"study_design_scores_gemma":[0.000011912481,0.0000818848,0.0020677045,0.0000043687614,0.0000062104405,0.000058213336,0.00005525606,0.99189925,0.0047545023,0.00092457404,0.0001226418,0.000013495983],"about_ca_topic_score_codex":0.0012374464,"about_ca_topic_score_gemma":0.00050492154,"teacher_disagreement_score":0.0012374464,"about_ca_system_score_codex":0.0002395893,"about_ca_system_score_gemma":0.0001529924,"threshold_uncertainty_score":0.0024604797},"labels":[],"label_agreement":null},{"id":"W2077077449","doi":"10.1016/j.jfluidstructs.2014.01.004","title":"Stability of fluid-conveying periodic shells on an elastic foundation with external loads","year":2014,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Hunan Provincial Innovation Foundation for Postgraduate; National Natural Science Foundation of China; McGill University","keywords":"Shell (structure); Instability; Mechanics; Critical ionization velocity; Stiffness; Critical load; Foundation (evidence); Moving load; Materials science; Critical speed; Stability (learning theory); Buckling; Flow velocity; Flow (mathematics); Matrix (chemical analysis); Structural engineering; Physics; Engineering; Vibration; Composite material; Finite element method; Computer science","score_opus":0.00649898712068894,"score_gpt":0.2138391440888815,"score_spread":0.20734015696819255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077077449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94683504,0.00018192573,0.03145459,0.0004118048,0.000062957704,0.00004012823,0.00010756932,0.000110704015,0.020795181],"genre_scores_gemma":[0.99415153,0.00006287494,0.0009815422,0.000019254057,0.000016445043,0.00001637615,0.00003774226,0.000029634213,0.0046845544],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996618,0.00008663595,0.000013164958,0.000063215244,0.000096612515,0.00007864916],"domain_scores_gemma":[0.99883705,0.0004093021,0.00027358934,0.000068801695,0.0002045138,0.00020668213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054243824,0.000882225,0.00085806503,0.0011562394,0.0009904904,0.0017904285,0.001023215,0.0016205172,0.0031424807],"category_scores_gemma":[0.0031381352,0.00047598768,0.0006188688,0.0003740166,0.002951639,0.0010245338,0.0023247502,0.0007085719,0.00037754053],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020592234,0.00037427602,0.0059650247,0.00027223618,0.00015402217,0.0024581486,0.00094498874,0.76321745,0.09471553,0.114049524,0.0016866019,0.014102895],"study_design_scores_gemma":[0.00005603239,0.00012013358,0.0023023882,0.000017102087,0.000014861953,0.0001326023,0.00019200258,0.9858671,0.0025864553,0.008459558,0.00021728376,0.00003449574],"about_ca_topic_score_codex":0.0034757638,"about_ca_topic_score_gemma":0.0012984946,"teacher_disagreement_score":0.0034757638,"about_ca_system_score_codex":0.0005752197,"about_ca_system_score_gemma":0.0010508472,"threshold_uncertainty_score":0.01051265},"labels":[],"label_agreement":null},{"id":"W2077136867","doi":"10.1115/imece2002-39029","title":"Flow-Induced Vibration of Anisotropic Cylindrical Shells","year":2002,"lang":"en","type":"article","venue":"5th International Symposium on Fluid Structure Interaction, Aeroelasticity, and Flow Induced Vibration and Noise","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Shell (structure); Vibration; Mechanics; Anisotropy; Displacement (psychology); Stiffness; Added mass; Fluid dynamics; Physics; Materials science; Classical mechanics; Composite material; Optics; Acoustics","score_opus":0.013076923376518355,"score_gpt":0.23338092928650714,"score_spread":0.22030400590998878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077136867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9251999,0.00013022384,0.07247345,0.000035112804,0.000010018894,0.000009763873,0.000018419483,0.00005104227,0.0020721063],"genre_scores_gemma":[0.9962852,0.000055776465,0.00303392,0.000005749886,0.0000037388186,0.000006617649,0.000013804762,0.0000074585037,0.00058772607],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993634,0.000013776377,0.0000024188937,0.00001052348,0.000026079791,0.000010824696],"domain_scores_gemma":[0.9999101,0.000029324467,0.000025268184,0.000007873658,0.000019276626,0.000008077907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014487689,0.00026202464,0.00016314363,0.00027645793,0.00013047286,0.00018913348,0.00014731514,0.0002105377,0.0003846421],"category_scores_gemma":[0.0004363317,0.00011726995,0.00019723635,0.0000972101,0.0005242062,0.00020976445,0.00026712197,0.00010574583,0.00006245787],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033124667,0.000038056165,0.0033537338,0.00009504859,0.000020698239,0.0004713639,0.0003770747,0.19816586,0.75971264,0.0136307785,0.00019220533,0.023611216],"study_design_scores_gemma":[0.000027558799,0.00015056475,0.0067380867,0.000009336577,0.000008335401,0.00019564148,0.00007551669,0.95165914,0.037123527,0.0033029774,0.0006854899,0.000023809245],"about_ca_topic_score_codex":0.0007294905,"about_ca_topic_score_gemma":0.00036960692,"teacher_disagreement_score":0.0007294905,"about_ca_system_score_codex":0.00013628822,"about_ca_system_score_gemma":0.00012062318,"threshold_uncertainty_score":0.0014505386},"labels":[],"label_agreement":null},{"id":"W2077958678","doi":"10.1109/isie.2006.295623","title":"State and Parameter Estimation in a Winder based on Second Order Polynomial Approximations","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Trois-Rivières","funders":"","keywords":"Kalman filter; Nonlinear system; Estimator; Polynomial; Inertia; Modulus; Control theory (sociology); Applied mathematics; State (computer science); Computer science; Mathematics; Algorithm; Mathematical analysis; Physics; Artificial intelligence; Statistics","score_opus":0.0045216091344809995,"score_gpt":0.19435156496205122,"score_spread":0.18982995582757023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077958678","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.019576026,0.0001372387,0.9793075,0.000052941326,0.000014872471,0.000009715467,0.000024904375,0.00024284847,0.00063408684],"genre_scores_gemma":[0.83417475,0.00056255126,0.15861104,0.00004847102,0.000040433253,0.000062987456,0.000118088654,0.00007077725,0.006310865],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996214,0.00006522674,0.000017451475,0.00011320194,0.00014685046,0.00003596382],"domain_scores_gemma":[0.9993993,0.00032661896,0.0000921852,0.000075590986,0.00008551999,0.000020783378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005754267,0.00045486385,0.00083681283,0.00035760555,0.00031104372,0.0008301835,0.00053350057,0.0008203643,0.0010489953],"category_scores_gemma":[0.0021134033,0.00037387334,0.00056725135,0.00052994094,0.00055666716,0.0009713702,0.0003964799,0.00093259604,0.00037117113],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023605493,0.00006341752,0.0024442363,0.00015500214,0.00007939538,0.00018838579,0.00026945185,0.81969285,0.029964278,0.017163295,0.00060239487,0.1291413],"study_design_scores_gemma":[0.000003936503,0.000020967123,0.00037523767,0.0000026527873,0.000005370396,0.000020631076,0.000004613603,0.9967091,0.0016132155,0.0009366085,0.00030091804,0.000006761022],"about_ca_topic_score_codex":0.007732377,"about_ca_topic_score_gemma":0.005285697,"teacher_disagreement_score":0.007732377,"about_ca_system_score_codex":0.00039721176,"about_ca_system_score_gemma":0.0005644748,"threshold_uncertainty_score":0.01537478},"labels":[],"label_agreement":null},{"id":"W2078463660","doi":"10.1016/j.ijsolstr.2008.08.002","title":"Non-linear parametric vibration and stability of axially moving visco-elastic Rayleigh beams","year":2008,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":114,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"McGill University","keywords":"Axial symmetry; Vibration; Bifurcation; Mathematical analysis; Mathematics; Equations of motion; Rayleigh scattering; Parametric statistics; Method of averaging; Parametric oscillator; Multiple-scale analysis; Normal mode; Nonlinear system; Amplitude; Stability criterion; Linear system; Classical mechanics; Beam (structure); Stability (learning theory); Physics; Geometry; Optics; Acoustics","score_opus":0.009068964694136789,"score_gpt":0.23453089260886803,"score_spread":0.22546192791473124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078463660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9455266,0.0002391485,0.049133867,0.00016119909,0.000024999848,0.000015512916,0.000019474042,0.000027555408,0.004851642],"genre_scores_gemma":[0.99755365,0.000043302807,0.0009944531,0.000009506795,0.000008891783,0.000007986049,0.000007591154,0.0000051672964,0.0013694676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998161,0.000055910867,0.0000057906277,0.000030630523,0.0000583307,0.00003318291],"domain_scores_gemma":[0.9993886,0.00036027544,0.00008841265,0.000042159667,0.00007666976,0.000043846892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004257636,0.00036802416,0.00033758752,0.00051426864,0.00039585642,0.0005630079,0.0005140273,0.0006115547,0.0013946706],"category_scores_gemma":[0.0020048507,0.00030699142,0.00026248046,0.00023778123,0.0013239975,0.0006277125,0.00089972926,0.00044035623,0.00018247619],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016112402,0.00030264913,0.010605829,0.0001720479,0.00013994373,0.0011574706,0.0018021122,0.65961677,0.17685214,0.10157993,0.000770627,0.04538919],"study_design_scores_gemma":[0.000022424656,0.000089481524,0.004295943,0.0000056658787,0.000009002062,0.00013718857,0.00013966521,0.9849186,0.0028216986,0.0073721693,0.00016428187,0.000023838435],"about_ca_topic_score_codex":0.00080175995,"about_ca_topic_score_gemma":0.00055755954,"teacher_disagreement_score":0.0013946706,"about_ca_system_score_codex":0.00022419011,"about_ca_system_score_gemma":0.0002544733,"threshold_uncertainty_score":0.004665613},"labels":[],"label_agreement":null},{"id":"W2078818883","doi":"10.1016/s0307-904x(00)00065-2","title":"A revisit of spinning disk models. Part I: derivation of equations of motion","year":2001,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Spinning; Inertia; Equations of motion; Nonlinear system; Classical mechanics; Rotary inertia; Boundary value problem; Mathematical analysis; Bending; Boundary (topology); Motion (physics); Physics; Bending stiffness; Mathematics; Mechanics; Engineering; Mechanical engineering; Thermodynamics","score_opus":0.036784581721351885,"score_gpt":0.22232506057810944,"score_spread":0.18554047885675756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078818883","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009532984,0.01945207,0.92291534,0.004209827,0.0020361221,0.00006577253,0.00080363627,0.0002910063,0.040693305],"genre_scores_gemma":[0.43706527,0.058256615,0.3629927,0.0033792823,0.0035121522,0.00043377996,0.001987997,0.0012462488,0.13112599],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996117,0.00010372886,0.00003498788,0.000058502214,0.0001703529,0.000020700552],"domain_scores_gemma":[0.99958426,0.00012923445,0.0000472366,0.000109942295,0.00011373727,0.000015756204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064027606,0.0007780975,0.000815345,0.00071643235,0.0004067702,0.0013919431,0.0018523152,0.0014408297,0.0051153693],"category_scores_gemma":[0.0022620126,0.000437506,0.0011781956,0.00074592984,0.00095227524,0.0027685976,0.0010961107,0.002017627,0.00448935],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021774216,0.000058022284,0.00048469054,0.0005245778,0.00004331146,0.0002724061,0.00034387773,0.0585165,0.0063905986,0.83521676,0.024707451,0.07342001],"study_design_scores_gemma":[0.00001282099,0.000057778514,0.00084107777,0.00028311677,0.00003653381,0.0005167522,0.00010504247,0.35753247,0.0024513772,0.47889116,0.15922427,0.000047668753],"about_ca_topic_score_codex":0.0027781718,"about_ca_topic_score_gemma":0.0020427182,"teacher_disagreement_score":0.0051153693,"about_ca_system_score_codex":0.0007122169,"about_ca_system_score_gemma":0.0009983378,"threshold_uncertainty_score":0.017112613},"labels":[],"label_agreement":null},{"id":"W2079019048","doi":"10.1006/jfls.2001.0393","title":"DYNAMICS AND STABILITY OF PINNED–CLAMPED AND CLAMPED–PINNED CYLINDRICAL SHELLS CONVEYING FLUID","year":2001,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mechanics; Fluid dynamics; Boundary value problem; Shell (structure); Perturbation (astronomy); Work (physics); Classical mechanics; Dynamics (music); Hydroelasticity; Equations of motion; Physics; Mathematics; Vibration; Mathematical analysis; Engineering; Mechanical engineering; Acoustics","score_opus":0.007907996906153599,"score_gpt":0.22027325194013844,"score_spread":0.21236525503398485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079019048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9864998,0.00011172078,0.009874559,0.000088312445,0.000025976417,0.000011161403,0.000029232879,0.000040723702,0.0033185235],"genre_scores_gemma":[0.99794704,0.000025154228,0.0005757967,0.0000063212483,0.0000040208247,0.0000053657,0.000018365776,0.0000068659706,0.0014112154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999213,0.000012266716,0.0000036299716,0.000021102771,0.000022471773,0.000019208905],"domain_scores_gemma":[0.99967647,0.0000740846,0.00009087913,0.000023419603,0.0000717182,0.00006336236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019877769,0.00031697378,0.00037804982,0.00043228889,0.0005211624,0.0007261601,0.0005231094,0.0005855751,0.0019288174],"category_scores_gemma":[0.001031257,0.0002696822,0.00028034058,0.00015416657,0.0013368941,0.0007825438,0.0007809987,0.00029068528,0.00016168311],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020074353,0.00025388223,0.007076353,0.00014030152,0.00008024242,0.0012002749,0.0009455016,0.58412194,0.32851046,0.055810846,0.0010332235,0.018819561],"study_design_scores_gemma":[0.000038978105,0.00016380704,0.004579727,0.0000068942973,0.000008234123,0.00010322296,0.00012596154,0.9831156,0.008896599,0.0026129375,0.00031027413,0.000037702895],"about_ca_topic_score_codex":0.002283079,"about_ca_topic_score_gemma":0.0009153622,"teacher_disagreement_score":0.002283079,"about_ca_system_score_codex":0.00039202644,"about_ca_system_score_gemma":0.00048264884,"threshold_uncertainty_score":0.006452501},"labels":[],"label_agreement":null},{"id":"W2079188570","doi":"10.1115/detc2004-57789","title":"Vibration Analysis of Axially Loaded Beams Including Rotary Inertia: An Exact Dynamic Finite Element","year":2004,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Axial symmetry; Rotary inertia; Finite element method; Cantilever; Vibration; Beam (structure); Virtual work; Timoshenko beam theory; Trigonometric functions; Inertia; Stiffness; Bending stiffness; Direct stiffness method; Bending; Structural engineering; Stiffness matrix; Mathematical analysis; Physics; Mechanics; Classical mechanics; Mathematics; Engineering; Acoustics; Geometry","score_opus":0.01075810894891366,"score_gpt":0.2393326138227908,"score_spread":0.22857450487387715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079188570","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.055869937,0.0001333828,0.93970937,0.000058112415,0.0000144201995,0.000015333955,0.000030564854,0.00008466942,0.0040842313],"genre_scores_gemma":[0.7621289,0.00036893084,0.2300784,0.00004527403,0.000014305451,0.000107366126,0.00009886052,0.00006681828,0.007091265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985206,0.000026137524,0.000004975558,0.00001811896,0.00008833058,0.000010294417],"domain_scores_gemma":[0.99992514,0.00002750793,0.000007687648,0.000015699576,0.000019940602,0.00000416918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027915876,0.0002924468,0.0004235937,0.000267871,0.00019519356,0.00032259425,0.00053262664,0.00058604946,0.0008947729],"category_scores_gemma":[0.0004332999,0.00023989035,0.000268627,0.00019623054,0.0004904094,0.0005753384,0.00035046448,0.00026967603,0.00025310522],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036023943,0.000029395602,0.00050618296,0.0000877599,0.000014656921,0.00010115842,0.00010376364,0.8652086,0.05852132,0.026264299,0.00024925504,0.0488775],"study_design_scores_gemma":[0.0000021929968,0.000009776308,0.00011687743,0.000004532677,0.0000016509717,0.00001943098,0.0000057631996,0.9959053,0.0022030957,0.0012493283,0.00047814453,0.0000039059887],"about_ca_topic_score_codex":0.001297038,"about_ca_topic_score_gemma":0.0013486949,"teacher_disagreement_score":0.001297038,"about_ca_system_score_codex":0.00022184028,"about_ca_system_score_gemma":0.00047735218,"threshold_uncertainty_score":0.0029933453},"labels":[],"label_agreement":null},{"id":"W2079238229","doi":"10.1142/s1758825109000356","title":"DYNAMICS OF A 2-DOF DRY FRICTION SYSTEM UNDER TWO-FREQUENCY EXCITATIONS","year":2009,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Dry friction; Lyapunov exponent; Attractor; Chaotic; Bifurcation; Computation; Classical mechanics; Physics; Excitation; Statistical physics; Harmonic; Dynamical systems theory; Dynamics (music); Mechanics; Mathematics; Mathematical analysis; Computer science; Nonlinear system; Materials science; Quantum mechanics","score_opus":0.006035657731090439,"score_gpt":0.22262855356419892,"score_spread":0.21659289583310848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079238229","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9373222,0.00014985607,0.05618523,0.00011617942,0.000034628927,0.000019867446,0.00005502061,0.000092503346,0.0060244217],"genre_scores_gemma":[0.9969914,0.000048944043,0.00137118,0.000012122591,0.000004088318,0.000011262348,0.00002236204,0.000003954444,0.0015347338],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994636,0.0000086405635,0.0000024048504,0.000011538867,0.000016317088,0.00001478681],"domain_scores_gemma":[0.99993503,0.000013316058,0.000016010417,0.000007765573,0.00000864045,0.000019353423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000082531384,0.00026578797,0.00046497656,0.00020388796,0.00038833404,0.00038759987,0.00026255203,0.0005051488,0.0018029002],"category_scores_gemma":[0.00018963891,0.00014037032,0.0002076638,0.00014896556,0.00041658818,0.00044257523,0.00063362916,0.00017745946,0.00018354815],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005021102,0.000092575334,0.006550173,0.00018081415,0.00010043381,0.002843254,0.00072499126,0.7954508,0.15920417,0.014693439,0.0007004166,0.018956771],"study_design_scores_gemma":[0.000029201163,0.00015122292,0.0033138362,0.0000057658094,0.000011284892,0.00016429735,0.00011650339,0.9910513,0.002823514,0.0013546282,0.0009536296,0.000024797433],"about_ca_topic_score_codex":0.0016712977,"about_ca_topic_score_gemma":0.0012112366,"teacher_disagreement_score":0.0018029002,"about_ca_system_score_codex":0.00014035212,"about_ca_system_score_gemma":0.00018015319,"threshold_uncertainty_score":0.006031275},"labels":[],"label_agreement":null},{"id":"W2079982496","doi":"10.1115/imece2010-38122","title":"Bifurcation Control for a S.D.O.F. Nonlinear System to a Principal Parametric Resonance With Time Delay","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Saddle-node bifurcation; Transcritical bifurcation; Bifurcation; Control theory (sociology); Mathematics; Bifurcation theory; Infinite-period bifurcation; Period-doubling bifurcation; Bifurcation diagram; Parametric statistics; Nonlinear system; Controller (irrigation); Biological applications of bifurcation theory; Mathematical analysis; Physics; Computer science; Control (management)","score_opus":0.0036429374014790654,"score_gpt":0.19853698188845623,"score_spread":0.19489404448697717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079982496","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32705927,0.0003944732,0.65870565,0.0003955178,0.0001083726,0.000092393275,0.000058987276,0.0003601275,0.0128252525],"genre_scores_gemma":[0.9836527,0.00012272027,0.013933197,0.000023684512,0.000007525411,0.000034620058,0.000013324431,0.0000073381484,0.0022050217],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999356,0.000011229112,0.0000032976648,0.000017830018,0.000021425954,0.000010470946],"domain_scores_gemma":[0.9998585,0.00006082559,0.000035561945,0.000007294328,0.000029268082,0.000008477053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027948286,0.00031326382,0.00025446506,0.00025270396,0.00035700298,0.00028092036,0.00020606458,0.00038536146,0.0010406288],"category_scores_gemma":[0.00049938814,0.00008512899,0.00030818259,0.00014806123,0.00036363915,0.00015690977,0.00021066361,0.00021703435,0.00010946871],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047857894,0.00010040212,0.0023921463,0.000292682,0.000052744068,0.00044476226,0.0004933588,0.5147536,0.3189946,0.06156758,0.0015086877,0.09892087],"study_design_scores_gemma":[0.000029913639,0.00015083101,0.0004925728,0.000008252504,0.000014488901,0.00007184578,0.000022589435,0.98193884,0.012322768,0.003802975,0.00113469,0.0000102820495],"about_ca_topic_score_codex":0.0026466036,"about_ca_topic_score_gemma":0.0017028636,"teacher_disagreement_score":0.0026466036,"about_ca_system_score_codex":0.0005099956,"about_ca_system_score_gemma":0.00033942133,"threshold_uncertainty_score":0.0052624345},"labels":[],"label_agreement":null},{"id":"W2080148728","doi":"10.1109/tpwrd.2013.2291361","title":"Prediction of Aeolian Vibration on Transmission-Line Conductors Using a Nonlinear Time History Model—Part I: Damper Model","year":2014,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Damper; Vibration; Structural engineering; Nonlinear system; Transmission line; Stiffness; Electric power transmission; Electrical conductor; Engineering; Conductor; Frequency response; Acoustics; Physics; Materials science; Electrical engineering","score_opus":0.026037361925413303,"score_gpt":0.20609710287595537,"score_spread":0.18005974095054206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080148728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76346904,0.00019244799,0.22204705,0.0002400851,0.000020426645,0.000070383496,0.00032772895,0.00034172862,0.013291061],"genre_scores_gemma":[0.9928544,0.000079257625,0.0036336828,0.0000097649945,0.0000030552997,0.000027798149,0.00006473639,0.000015921534,0.003311271],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999621,0.00000849602,0.0000015844578,0.000010635928,0.0000106701045,0.0000064864516],"domain_scores_gemma":[0.99986696,0.000065669235,0.000026573818,0.0000091447655,0.00002403175,0.000007525867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013684922,0.00040786268,0.00022970418,0.00019156277,0.00020185365,0.0002475787,0.00043632503,0.0006278358,0.0012673048],"category_scores_gemma":[0.00042425588,0.00018664014,0.00024277528,0.000111848734,0.00033438153,0.0003374685,0.00016446954,0.00032426545,0.00027070285],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001749616,0.000016572681,0.0014300516,0.000020937769,0.000004163383,0.00005285344,0.000032049156,0.9906375,0.004382482,0.00040721017,0.000113969036,0.0028847684],"study_design_scores_gemma":[0.0000013463014,0.0000066651555,0.0003358174,9.618976e-7,8.5463483e-7,0.000003915019,0.000003149264,0.99931264,0.0002488666,0.000040467312,0.00004412957,0.0000011385383],"about_ca_topic_score_codex":0.021545615,"about_ca_topic_score_gemma":0.012669684,"teacher_disagreement_score":0.021545615,"about_ca_system_score_codex":0.00047678145,"about_ca_system_score_gemma":0.00039185904,"threshold_uncertainty_score":0.04284042},"labels":[],"label_agreement":null},{"id":"W2080235569","doi":"10.1243/146441905x9953","title":"Chaotic response of a Galerkin shell to constant load and periodic excitation","year":2005,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part K Journal of Multi-body Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Petroleum Technology Research Centre; University of Regina","funders":"","keywords":"Galerkin method; Shell (structure); Homoclinic orbit; Vibration; Saddle; Chaotic; Boundary value problem; Mathematical analysis; Constant (computer programming); Mathematics; Physics; Classical mechanics; Nonlinear system; Mechanics; Bifurcation; Materials science","score_opus":0.00958911102472072,"score_gpt":0.22337091668613354,"score_spread":0.21378180566141283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080235569","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990266,0.000011585062,0.00864532,0.00003303136,0.0000033705385,0.0000042979223,0.000011953119,0.000028162938,0.0009962254],"genre_scores_gemma":[0.9993944,0.0000054640705,0.00032527852,0.0000030459387,6.836654e-7,0.0000019676563,0.000006467751,0.000004041752,0.0002585338],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993455,0.000016508147,0.0000024712456,0.000011457827,0.000020217683,0.000014724002],"domain_scores_gemma":[0.9998222,0.00009600259,0.000030076153,0.00001613103,0.000016250355,0.000019469691],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015151262,0.0001767239,0.00018792281,0.00018536445,0.00015737399,0.0002272632,0.00014556912,0.00024848513,0.0008802959],"category_scores_gemma":[0.00071426074,0.00009548436,0.00012958437,0.000069466834,0.00062199216,0.00022211649,0.00031213337,0.00016732902,0.000065100634],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004816806,0.00007871712,0.0081053125,0.00008840686,0.000046810263,0.00096310716,0.00060741015,0.75901926,0.21357241,0.0055155843,0.00027798262,0.01124328],"study_design_scores_gemma":[0.000007456297,0.00008505355,0.0039389962,0.0000029411765,0.0000037753102,0.00007457232,0.000078787736,0.9860847,0.0087291,0.0008791453,0.00010690522,0.000008437303],"about_ca_topic_score_codex":0.00058940565,"about_ca_topic_score_gemma":0.0003354069,"teacher_disagreement_score":0.0008802959,"about_ca_system_score_codex":0.00017784108,"about_ca_system_score_gemma":0.00012202695,"threshold_uncertainty_score":0.0029448867},"labels":[],"label_agreement":null},{"id":"W2080471606","doi":"10.1115/imece2002-33354","title":"Estimation of the Acoustic Scattering Matrix for a Centrifugal Pump","year":2002,"lang":"en","type":"article","venue":"5th International Symposium on Fluid Structure Interaction, Aeroelasticity, and Flow Induced Vibration and Noise","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Canadian Nuclear Safety Commission","keywords":"Scattering; Matrix (chemical analysis); Acoustics; Computer science; Centrifugal pump; Port (circuit theory); Inertial frame of reference; Engineering; Mechanical engineering; Optics; Physics; Materials science; Classical mechanics","score_opus":0.010190143501977804,"score_gpt":0.24043561067406158,"score_spread":0.23024546717208377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080471606","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84652925,0.000076922035,0.15141228,0.00006792135,0.000013847717,0.000055754754,0.000088866465,0.00031029186,0.0014449083],"genre_scores_gemma":[0.9753768,0.00006323612,0.023865601,0.000004909726,0.0000042845572,0.000020091536,0.000074933705,0.00001940518,0.00057071046],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954396,0.000088812456,0.000009461157,0.000083078885,0.00023673498,0.00003794477],"domain_scores_gemma":[0.9988689,0.0006631095,0.000098175966,0.00006532798,0.00027101746,0.000033470613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009096708,0.0004961485,0.00037460114,0.0004962743,0.00044213314,0.0004643498,0.00047620665,0.000493797,0.0013368019],"category_scores_gemma":[0.0021628633,0.00026684627,0.00022944545,0.00029726245,0.00045280423,0.0007460307,0.00036624915,0.000399376,0.0002612705],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010656,0.0002730213,0.012795228,0.00024807514,0.000047204045,0.00020175966,0.00060653867,0.12586077,0.77774096,0.0044946726,0.00044662686,0.07621966],"study_design_scores_gemma":[0.000036911486,0.00068367226,0.01071691,0.000010131433,0.000036730893,0.00011011719,0.00019327458,0.7581574,0.22854698,0.00048730487,0.00096374674,0.00005685987],"about_ca_topic_score_codex":0.0023992108,"about_ca_topic_score_gemma":0.0013987982,"teacher_disagreement_score":0.0023992108,"about_ca_system_score_codex":0.0003490925,"about_ca_system_score_gemma":0.00038548492,"threshold_uncertainty_score":0.0048108697},"labels":[],"label_agreement":null},{"id":"W2080750190","doi":"10.1016/j.apm.2014.04.061","title":"Efficient modal dynamic analysis of flexible beam–fluid systems","year":2014,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fluid–structure interaction; Finite element method; Vibration; Modal; Beam (structure); Boundary value problem; Modal analysis; Boundary (topology); Natural frequency; Structural engineering; Normal mode; Computer science; Engineering; Mathematics; Mathematical analysis; Physics; Acoustics; Materials science","score_opus":0.009595852867634782,"score_gpt":0.20699012363468464,"score_spread":0.19739427076704985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080750190","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.046531413,0.00013354815,0.94794,0.000092592694,0.000014255994,0.000025369962,0.00004312046,0.00009905272,0.0051206327],"genre_scores_gemma":[0.9394497,0.00017814073,0.05423756,0.000023227341,0.000023455617,0.0000685023,0.00007832936,0.00006208435,0.0058790203],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984527,0.000036088084,0.000005507781,0.000013173602,0.000078954,0.000021017437],"domain_scores_gemma":[0.99978286,0.0001289805,0.000020294661,0.000020648748,0.000037667673,0.000009587251],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032041222,0.00036015184,0.00044747774,0.00048358418,0.00032082395,0.0005196869,0.0005288059,0.0004452789,0.0036741898],"category_scores_gemma":[0.00075803406,0.00024773358,0.00037561133,0.00029562094,0.00042378777,0.00072876405,0.0007899954,0.00039112792,0.00036411957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043332606,0.000028268929,0.00022649062,0.00005853142,0.000018537537,0.00004773192,0.000055763518,0.9328255,0.011033883,0.026789105,0.00034476822,0.02852812],"study_design_scores_gemma":[0.0000014700199,0.00000458776,0.00006677702,0.0000012876369,0.0000010439362,0.000004636393,0.000004928773,0.99639255,0.0004126774,0.0029282905,0.00018012145,0.0000015961726],"about_ca_topic_score_codex":0.0015359567,"about_ca_topic_score_gemma":0.0019752127,"teacher_disagreement_score":0.0036741898,"about_ca_system_score_codex":0.0003315946,"about_ca_system_score_gemma":0.00033797216,"threshold_uncertainty_score":0.012291372},"labels":[],"label_agreement":null},{"id":"W2081064103","doi":"10.1115/pvp2014-28221","title":"Application of Transfer Matrix Method to Dynamic Analysis of Pipes With FSI","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Vibration; Modal analysis; Boundary value problem; Transfer matrix; Modal; Transfer-matrix method (optics); Computer science; Matrix (chemical analysis); Structural engineering; Normal mode; Modal matrix; Natural frequency; Fluidics; Transfer function; Mechanics; Acoustics; Mathematical analysis; Engineering; Eigenvalues and eigenvectors; Mathematics; Physics; Materials science; Symmetric matrix","score_opus":0.0024393074758513487,"score_gpt":0.23713949243716304,"score_spread":0.23470018496131168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081064103","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0070999973,0.00010977829,0.9904959,0.00003584841,0.000011367645,0.00002025754,0.000021347922,0.00018967553,0.0020158137],"genre_scores_gemma":[0.6191659,0.0010924716,0.37040672,0.000054465287,0.00007810972,0.00031927731,0.00012811477,0.00019967387,0.008555313],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998536,0.000044948712,0.000005395747,0.000019863657,0.000062511914,0.000013695124],"domain_scores_gemma":[0.99977094,0.00013272198,0.000024536934,0.000019433373,0.000043354463,0.000009006899],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003031141,0.0006567996,0.00046456826,0.0004965722,0.00038229628,0.0003957685,0.0006721314,0.0006822239,0.0023619304],"category_scores_gemma":[0.00076491025,0.0002610066,0.0006966528,0.00043809906,0.00048067162,0.0006835711,0.0004863602,0.0006292,0.0004524629],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038727052,0.000058443147,0.00055892847,0.00022434723,0.000041266423,0.00026379057,0.00018037192,0.8457186,0.03483066,0.048707057,0.00082559657,0.068552114],"study_design_scores_gemma":[0.0000020736616,0.000020390073,0.00008499949,0.0000049555724,0.0000026960302,0.00003931178,0.000012863329,0.993453,0.0012182607,0.0042215683,0.0009337522,0.00000601055],"about_ca_topic_score_codex":0.0018634303,"about_ca_topic_score_gemma":0.0009776261,"teacher_disagreement_score":0.0023619304,"about_ca_system_score_codex":0.00034416348,"about_ca_system_score_gemma":0.0005635268,"threshold_uncertainty_score":0.00790143},"labels":[],"label_agreement":null},{"id":"W2081112411","doi":"10.1115/1.4002002","title":"Vibrations and Stability of an Axially Moving Rectangular Composite Plate","year":2010,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Axial symmetry; Vibration; Galerkin method; Instability; Physics; Flutter; Antisymmetric relation; Plane (geometry); Mechanics; Quadrature (astronomy); Classical mechanics; Mathematics; Nonlinear system; Geometry; Aerodynamics; Optics; Acoustics","score_opus":0.005349565558522807,"score_gpt":0.19754488565874614,"score_spread":0.19219532010022333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081112411","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98218244,0.00009847127,0.015131853,0.000037313293,0.000011832807,0.0000054990314,0.00001930858,0.000038068178,0.0024752324],"genre_scores_gemma":[0.9970161,0.000037392983,0.0018278434,0.0000044818094,0.0000030730432,0.000004642543,0.00001403967,0.0000034698626,0.001088885],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991965,0.000010408881,0.0000027099122,0.000019176878,0.00003668195,0.0000112755915],"domain_scores_gemma":[0.99984145,0.000050570765,0.000043663837,0.000015344793,0.000030014608,0.000018952864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019111215,0.00032746876,0.0002101402,0.00037831732,0.00028153436,0.0003094911,0.0003187745,0.00036697593,0.0007828805],"category_scores_gemma":[0.00037309676,0.00016331856,0.00016988843,0.00015980889,0.00085069943,0.00017792912,0.0003935347,0.00021082816,0.00017277309],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007854063,0.000056671426,0.005116403,0.0001490993,0.000046552934,0.0014009193,0.00040792764,0.2938808,0.67302334,0.008032239,0.00025588993,0.016844839],"study_design_scores_gemma":[0.000026230919,0.00047882437,0.010884127,0.000016574711,0.00002511364,0.0003418246,0.00022569625,0.9286642,0.05738614,0.0012687825,0.00063969434,0.000042729847],"about_ca_topic_score_codex":0.0010570594,"about_ca_topic_score_gemma":0.0005482848,"teacher_disagreement_score":0.0010570594,"about_ca_system_score_codex":0.00019304872,"about_ca_system_score_gemma":0.00024067292,"threshold_uncertainty_score":0.0026189685},"labels":[],"label_agreement":null},{"id":"W2081192335","doi":"10.1115/pvp2006-icpvt-11-93962","title":"Galloping Experimental Analysis of Conductors Covered With a D-Section on a High-Voltage Overhead Test Line","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Hydro-Québec","funders":"","keywords":"Electrical conductor; Conductor; Span (engineering); Overhead (engineering); Structural engineering; Overhead line; Engineering; Voltage; Electrical engineering; Line (geometry); Displacement (psychology); Materials science; Composite material; Geometry","score_opus":0.006429927232035686,"score_gpt":0.2068331063707431,"score_spread":0.2004031791387074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081192335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989367,0.000017566334,0.0008136235,0.0000042435545,0.0000031419129,0.000005862157,0.000018759189,0.000015838395,0.00018433436],"genre_scores_gemma":[0.99924207,0.000016964485,0.00043802604,0.0000044692156,0.0000020343145,0.0000064278875,0.000033956632,0.000005056511,0.00025104868],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973387,0.000041376028,0.000018004173,0.000057559973,0.00007773677,0.000071502756],"domain_scores_gemma":[0.9993005,0.00019948902,0.00010993876,0.00009862989,0.00020663295,0.000084788975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018596386,0.00037792025,0.00036931862,0.00046114996,0.00036613623,0.00022046968,0.0003690499,0.000532662,0.00096497865],"category_scores_gemma":[0.0004806714,0.00015590503,0.0002461472,0.00022617092,0.00043059775,0.0002800315,0.00038160555,0.00027759606,0.00018565328],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009987323,0.00011302617,0.0054239994,0.00008281397,0.00002212794,0.00059488066,0.0005029608,0.0025532253,0.9843205,0.000048737424,0.00008569304,0.0052532414],"study_design_scores_gemma":[0.000095296615,0.007518164,0.07038734,0.000036124904,0.00007092826,0.000467633,0.0012354865,0.02257075,0.89651996,0.000094249175,0.0009688288,0.00003514946],"about_ca_topic_score_codex":0.00053468166,"about_ca_topic_score_gemma":0.00073099846,"teacher_disagreement_score":0.00096497865,"about_ca_system_score_codex":0.00016819555,"about_ca_system_score_gemma":0.00006972161,"threshold_uncertainty_score":0.003228128},"labels":[],"label_agreement":null},{"id":"W2081357427","doi":"10.4271/2015-01-0428","title":"Development of a Nonlinear, Hysteretic and Frequency Dependent Bushing Model","year":2015,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Chrysler (Canada); University of Windsor","funders":"","keywords":"Bushing; Nonlinear system; Hysteresis; Control theory (sociology); Nonlinear model; Materials science; Computer science; Control engineering; Physics; Engineering; Mechanical engineering; Condensed matter physics; Artificial intelligence","score_opus":0.017261435728828406,"score_gpt":0.23412939957386092,"score_spread":0.2168679638450325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081357427","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02515431,0.0002139041,0.96101946,0.00011130065,0.00005506042,0.00008757017,0.0003547218,0.00096883794,0.01203493],"genre_scores_gemma":[0.7648127,0.00076245045,0.20051247,0.00008072501,0.00004484586,0.00036019663,0.0010231518,0.00037492873,0.03202855],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999083,0.000011478624,0.0000062139106,0.000023164028,0.000043125765,0.0000076729875],"domain_scores_gemma":[0.99986887,0.000028957262,0.000014373625,0.000023579454,0.00005624138,0.000007888328],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015305018,0.00030364777,0.00030102418,0.00028288882,0.0001919663,0.00034830513,0.0010005359,0.00064526603,0.0026767792],"category_scores_gemma":[0.0003594019,0.0002634103,0.00042429188,0.00024358607,0.00021310405,0.0005111268,0.0003883368,0.00058987044,0.0011435475],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033797925,0.000033553013,0.0011604937,0.0001398365,0.000022572793,0.00017554454,0.00010465402,0.8894198,0.048324533,0.012700383,0.0012255645,0.046659403],"study_design_scores_gemma":[0.000002475253,0.00001649685,0.00019852095,0.0000047512603,0.0000036698295,0.000030912484,0.0000057173565,0.9938378,0.0022397276,0.000650663,0.0030043784,0.000004980674],"about_ca_topic_score_codex":0.0055648326,"about_ca_topic_score_gemma":0.0046587014,"teacher_disagreement_score":0.0055648326,"about_ca_system_score_codex":0.00032720162,"about_ca_system_score_gemma":0.0007597086,"threshold_uncertainty_score":0.011064887},"labels":[],"label_agreement":null},{"id":"W2081701813","doi":"10.1115/pvp2006-icpvt-11-93796","title":"The Behaviour of Fluid-Conveying Pipes, Supported at Both Ends, by the Complete Extensible Nonlinear Equations of Motion","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bifurcation; Pitchfork bifurcation; Nonlinear system; Mechanics; Galerkin method; Mathematics; Discretization; Physics; Differential equation; Mathematical analysis; Classical mechanics; Bifurcation theory","score_opus":0.012056563963564491,"score_gpt":0.21223134844415667,"score_spread":0.20017478448059217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081701813","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7066061,0.00037289353,0.28609148,0.00020828801,0.000046334517,0.00006864314,0.000084569176,0.00009779641,0.0064238496],"genre_scores_gemma":[0.9600319,0.00034578794,0.029170424,0.000067958,0.000018073744,0.000075141055,0.00010967138,0.000039610906,0.010141398],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977463,0.000044558157,0.000013301079,0.00004270666,0.000104450024,0.000020352252],"domain_scores_gemma":[0.9995604,0.00016425109,0.00012336344,0.000051513733,0.00007399007,0.000026428786],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036087324,0.0007945411,0.00054719497,0.00034597513,0.00031231405,0.0007430996,0.0006711851,0.0011511347,0.0011708132],"category_scores_gemma":[0.0015651061,0.00044219065,0.000707001,0.00013808097,0.0009829781,0.0011541547,0.0008959729,0.00070651836,0.00023899176],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001410479,0.00007982343,0.0037921427,0.0002138638,0.00005018304,0.0008433045,0.00052829547,0.78201175,0.1780327,0.017926753,0.00022552958,0.016154584],"study_design_scores_gemma":[0.00001439394,0.00010147555,0.0015526394,0.000008926999,0.000008419444,0.00015188837,0.000044437755,0.9852482,0.0102243535,0.0019456419,0.00067234744,0.00002724185],"about_ca_topic_score_codex":0.0013261479,"about_ca_topic_score_gemma":0.0010404042,"teacher_disagreement_score":0.0013261479,"about_ca_system_score_codex":0.0003324239,"about_ca_system_score_gemma":0.00036456157,"threshold_uncertainty_score":0.0039167404},"labels":[],"label_agreement":null},{"id":"W2082213389","doi":"10.1115/pvp2008-61618","title":"Second Order Errors Related to Geometric Nonlinearity in Explicit Central Difference Operator","year":2008,"lang":"en","type":"article","venue":"Volume 2: Computer Applications/Technology and Bolted Joints","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada)","funders":"","keywords":"Acceleration; Nonlinear system; Displacement (psychology); Stability (learning theory); Finite element method; Operator (biology); Integer (computer science); Mathematics; Transient (computer programming); Applied mathematics; Energy (signal processing); Control theory (sociology); Computer science; Mathematical analysis; Algorithm; Structural engineering; Physics; Engineering; Classical mechanics","score_opus":0.006182258280073769,"score_gpt":0.1988349608614524,"score_spread":0.19265270258137862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082213389","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.036908366,0.0018896477,0.94877344,0.00063505984,0.000566797,0.00003369522,0.00007174034,0.00032124942,0.010800003],"genre_scores_gemma":[0.7735572,0.002045201,0.19682424,0.00029482058,0.00035901068,0.00012288649,0.00015716896,0.00047850906,0.026161024],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99861336,0.00031796994,0.000068093,0.00011967643,0.00078795495,0.000092921335],"domain_scores_gemma":[0.9953746,0.0027549402,0.00045972917,0.0006084454,0.00070768676,0.00009468554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023113866,0.0006018339,0.0006311009,0.00094017055,0.0005346238,0.0014734511,0.0011655388,0.0014564223,0.002030814],"category_scores_gemma":[0.010161838,0.00027877896,0.0005237794,0.000989468,0.0020111075,0.0018497849,0.0016930624,0.0022126462,0.0006187577],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033761954,0.00007363716,0.002635249,0.0005774279,0.00004535256,0.0009005712,0.00074301165,0.27336547,0.027908528,0.6023397,0.0028103422,0.088263124],"study_design_scores_gemma":[0.000015457226,0.00006700713,0.0006021579,0.00005742941,0.000013176957,0.00048049528,0.000047346584,0.9090707,0.015660604,0.068070315,0.005872709,0.00004258745],"about_ca_topic_score_codex":0.0019594522,"about_ca_topic_score_gemma":0.0013843304,"teacher_disagreement_score":0.0023113866,"about_ca_system_score_codex":0.000991725,"about_ca_system_score_gemma":0.0009182325,"threshold_uncertainty_score":0.012223959},"labels":[],"label_agreement":null},{"id":"W2082228396","doi":"10.1007/s11071-007-9221-6","title":"The dynamics of two-dimensional cantilevered plates with an additional spring support in axial flow","year":2007,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flutter; Spring (device); Cantilever; Limit cycle; Mechanics; Flow (mathematics); Nonlinear system; Dynamics (music); Flow velocity; Physics; Classical mechanics; Aerodynamics; Structural engineering; Engineering; Thermodynamics","score_opus":0.004960263893707612,"score_gpt":0.21405305200730723,"score_spread":0.20909278811359963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082228396","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94310033,0.00038279538,0.044518575,0.00056246406,0.00012713719,0.000044434375,0.0000640118,0.00008464261,0.0111155845],"genre_scores_gemma":[0.9923458,0.000109703615,0.0027238324,0.000040416293,0.000029442395,0.000019427469,0.000026033842,0.000014228344,0.004691085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991095,0.000022139635,0.0000035685143,0.0000146366165,0.000028604407,0.000020041669],"domain_scores_gemma":[0.9997224,0.00010070174,0.000043018765,0.000014940625,0.000041486423,0.00007738306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031353993,0.00055863376,0.00038770135,0.00045772042,0.00062344864,0.0010208256,0.00058583077,0.0011183028,0.0017446987],"category_scores_gemma":[0.00092621625,0.00043480334,0.00030766972,0.00024348832,0.002055794,0.0010932601,0.00095060456,0.00060769037,0.0001975746],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008730384,0.00032827328,0.005019148,0.00018337335,0.0000844789,0.0016934505,0.0008696581,0.76331407,0.12090771,0.09119388,0.0016279418,0.01390501],"study_design_scores_gemma":[0.00004895648,0.00009413742,0.0029219345,0.000007832013,0.00000849695,0.000105842155,0.00010852027,0.99058694,0.0015587439,0.00422388,0.000305654,0.000028958104],"about_ca_topic_score_codex":0.0025503254,"about_ca_topic_score_gemma":0.0014305109,"teacher_disagreement_score":0.0025503254,"about_ca_system_score_codex":0.0002888867,"about_ca_system_score_gemma":0.0004220337,"threshold_uncertainty_score":0.0058365464},"labels":[],"label_agreement":null},{"id":"W2082274592","doi":"10.1115/1.1565084","title":"Review of studies on geometrically nonlinear vibrations and dynamics of circular cylindrical shells and panels, with and without fluid-structure interaction","year":2003,"lang":"en","type":"article","venue":"Applied Mechanics Reviews","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":405,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Vibration; Mechanics; Flutter; Nonlinear system; Fluid–structure interaction; Fluid dynamics; Physics; Parametric statistics; Finite element method; Structural engineering; Engineering; Aerodynamics; Acoustics","score_opus":0.019454420961280722,"score_gpt":0.2631381144571379,"score_spread":0.2436836934958572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082274592","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0016899521,0.9857837,0.003970064,0.000259625,0.0004613298,0.000010633493,0.00010442696,0.000044967393,0.007675354],"genre_scores_gemma":[0.004968176,0.9888214,0.0023001835,0.00018958776,0.00042004324,0.000014915063,0.00016548902,0.00001772823,0.0031023559],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998041,0.000020749507,0.000023595494,0.0000574506,0.0000772101,0.000016926806],"domain_scores_gemma":[0.999622,0.00019735476,0.00004906223,0.0000139085505,0.00009844273,0.000019204837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002619035,0.0009032402,0.001019633,0.0020474554,0.0003482306,0.000779026,0.00079839624,0.0008336516,0.005841905],"category_scores_gemma":[0.00059637596,0.00051749166,0.00052897807,0.002774725,0.00031993905,0.0013324408,0.00057898834,0.0005755013,0.0023398583],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000103599385,0.00011844201,0.0005592321,0.043984767,0.00016951899,0.0002646694,0.0002649702,0.0042479066,0.016880244,0.015358254,0.043564934,0.8744835],"study_design_scores_gemma":[0.00000832661,0.0001953692,0.0029605827,0.0055457274,0.00019784698,0.0010646161,0.00021972213,0.0016728712,0.0032906204,0.004979371,0.9797968,0.00006812116],"about_ca_topic_score_codex":0.00091390504,"about_ca_topic_score_gemma":0.00095240364,"teacher_disagreement_score":0.005841905,"about_ca_system_score_codex":0.00032822392,"about_ca_system_score_gemma":0.0008336834,"threshold_uncertainty_score":0.019543111},"labels":[],"label_agreement":null},{"id":"W2083928876","doi":"10.1142/s0217984909018722","title":"THE NUMERICAL SIMULATION OF FLOW AROUND EJECTION SYSTEM","year":2009,"lang":"en","type":"article","venue":"Modern Physics Letters B","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Discretization; Finite volume method; Aerodynamics; Computer science; Domain decomposition methods; Flow (mathematics); Upwind scheme; Mach number; Turbulence; Computation; Navier–Stokes equations; Reynolds-averaged Navier–Stokes equations; Applied mathematics; Mechanics; Mathematics; Physics; Mathematical analysis; Finite element method; Algorithm","score_opus":0.006779148273449638,"score_gpt":0.20025672763461536,"score_spread":0.19347757936116572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083928876","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7954997,0.00063921703,0.17533517,0.0004111031,0.00018090253,0.00011245602,0.000521817,0.0005942703,0.026705371],"genre_scores_gemma":[0.98284274,0.00018065746,0.012527568,0.0000299317,0.000016117032,0.000065419496,0.00019137487,0.00002155217,0.0041245264],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998826,0.000020763982,0.000007427997,0.000019525125,0.000035389476,0.000034273875],"domain_scores_gemma":[0.9998542,0.000054466673,0.000022412118,0.000013783787,0.000034004275,0.00002117037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017430933,0.00035406504,0.000602415,0.00030524182,0.0006478535,0.0005147549,0.0004236216,0.000801525,0.0021132454],"category_scores_gemma":[0.0005049151,0.00015822063,0.00036774884,0.00038876056,0.00044868904,0.00039712773,0.00049118244,0.00035354224,0.00015565816],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011526648,0.00005287465,0.0025052505,0.000072094015,0.000012155939,0.00033140677,0.00013566189,0.9745564,0.010471243,0.004312033,0.00056466303,0.006870894],"study_design_scores_gemma":[0.000008968158,0.000027623528,0.00041596376,0.0000029102325,0.0000020713635,0.000024137758,0.000018790546,0.9978611,0.0009461708,0.00027191907,0.00041557537,0.000004831674],"about_ca_topic_score_codex":0.005487273,"about_ca_topic_score_gemma":0.0014302568,"teacher_disagreement_score":0.005487273,"about_ca_system_score_codex":0.00032509162,"about_ca_system_score_gemma":0.00047000204,"threshold_uncertainty_score":0.01091063},"labels":[],"label_agreement":null},{"id":"W2084313902","doi":"10.1115/imece2009-12948","title":"Waves, Buckles, and Homoclinics","year":2009,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Bifurcation; Buckling; Nonlinear system; Vibration; Context (archaeology); Mechanics; Critical load; Lattice (music); Stability (learning theory); Physics; Classical mechanics; Computer science; Structural engineering; Acoustics; Engineering; Geology","score_opus":0.005592075980263516,"score_gpt":0.20459939773858457,"score_spread":0.19900732175832106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084313902","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8835255,0.0040685423,0.05424445,0.0006976342,0.0000980218,0.000022070906,0.000072940384,0.0002645413,0.0570062],"genre_scores_gemma":[0.9913864,0.00067033386,0.0018704426,0.000028426672,0.000019417945,0.000008329855,0.000021836471,0.000017522721,0.0059773074],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9999348,0.000010699537,0.0000019742442,0.000011757824,0.000025512425,0.000015183791],"domain_scores_gemma":[0.9998202,0.000070675276,0.000038782186,0.000022925897,0.000021329543,0.000026152547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011321797,0.00020406884,0.00019801872,0.00039236408,0.00024976372,0.0006270665,0.0001813688,0.00033945014,0.0020843053],"category_scores_gemma":[0.0006499351,0.00016474843,0.000099968056,0.0002033083,0.0008818406,0.0006120941,0.00050288934,0.00035789545,0.0003089793],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027714693,0.00013045456,0.005260697,0.00033498407,0.000048644306,0.0007948939,0.0007305054,0.43786252,0.19793049,0.25331816,0.0034245232,0.09988694],"study_design_scores_gemma":[0.000020044237,0.00011771645,0.005467875,0.000033738554,0.000007147613,0.00034136497,0.00034973293,0.85035145,0.011052766,0.12897056,0.0032465428,0.00004103048],"about_ca_topic_score_codex":0.00084608706,"about_ca_topic_score_gemma":0.00095058413,"teacher_disagreement_score":0.0020843053,"about_ca_system_score_codex":0.00027345328,"about_ca_system_score_gemma":0.00014840695,"threshold_uncertainty_score":0.00697273},"labels":[],"label_agreement":null},{"id":"W2084425509","doi":"10.1115/imece2013-63263","title":"Periodicities Changes of Nonlinear Oscillatory Behavior of a Fluttering Plate With Periodicity Ratio and Periodicity Change Rate","year":2013,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Nonlinear system; Diagram; Nonlinear dynamical systems; Excited state; Volumetric flow rate; Flow (mathematics); Mechanics; Mathematics; Physics; Control theory (sociology); Mathematical analysis; Computer science; Statistics; Atomic physics","score_opus":0.013513456169532097,"score_gpt":0.19725644522928432,"score_spread":0.18374298905975223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084425509","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97376275,0.000099546574,0.02414423,0.000024176441,0.000010369479,0.000015251789,0.000025683512,0.00007940572,0.0018386409],"genre_scores_gemma":[0.9971233,0.000025397954,0.002603386,0.0000024494009,0.0000018948165,0.0000043774407,0.00001253098,0.000003754371,0.00022291821],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998925,0.00001729915,0.0000064339915,0.000024450517,0.000047029484,0.0000121870025],"domain_scores_gemma":[0.9996505,0.00013605347,0.000092234135,0.000033244847,0.000067223526,0.000020753127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000182597,0.00016117192,0.00010090674,0.00040459618,0.00011157572,0.000120533376,0.00010313319,0.00014106334,0.0007475384],"category_scores_gemma":[0.0008040809,0.000094374744,0.00009681665,0.0001317385,0.00025023016,0.00022363247,0.00011060844,0.00013979594,0.000057461635],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007453328,0.00011384652,0.03837598,0.00024996896,0.000050185306,0.0011023965,0.00066312077,0.049938243,0.7794016,0.0023184137,0.00034263392,0.12669834],"study_design_scores_gemma":[0.000031300075,0.00080116047,0.1855183,0.0000544365,0.00007788141,0.0015594482,0.0004125419,0.5615487,0.24698465,0.0018432937,0.0010898281,0.000078506695],"about_ca_topic_score_codex":0.0003719717,"about_ca_topic_score_gemma":0.00040759158,"teacher_disagreement_score":0.0007475384,"about_ca_system_score_codex":0.000107181615,"about_ca_system_score_gemma":0.000082753075,"threshold_uncertainty_score":0.0025007129},"labels":[],"label_agreement":null},{"id":"W2084905174","doi":"10.1177/1077546311418866","title":"Coupled longitudinal and transverse vibration of automotive belts under longitudinal excitations using analog equation method","year":2011,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Physics; Vibration; Nonlinear system; Transversal (combinatorics); Mechanics; Transverse plane; Equations of motion; Excitation; Classical mechanics; Differential equation; Oscillation (cell signaling); Mathematical analysis; Acoustics; Structural engineering; Mathematics; Engineering","score_opus":0.04204917947542428,"score_gpt":0.2693359942443067,"score_spread":0.22728681476888243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084905174","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20208868,0.0003618714,0.785089,0.00018846616,0.00007049636,0.000088913876,0.000083359424,0.0001823549,0.01184673],"genre_scores_gemma":[0.9641409,0.00035963918,0.025494646,0.00006609168,0.000039583123,0.00009961242,0.00006774164,0.000029448183,0.009702474],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986506,0.000038639948,0.000007865783,0.000027825788,0.00004587837,0.000014735423],"domain_scores_gemma":[0.99982506,0.000081142905,0.000032027106,0.000019204674,0.000032143806,0.0000103528355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026959274,0.00043842284,0.00041903649,0.00035363642,0.00023290036,0.00048517916,0.00066876225,0.00072791823,0.0022859538],"category_scores_gemma":[0.0006413293,0.00024651003,0.0005399514,0.00020056269,0.00051992026,0.00061114336,0.0007296841,0.00039044843,0.00014072466],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010712754,0.00012339008,0.0028663706,0.00022998023,0.00006810623,0.00056659844,0.00037378774,0.858181,0.044337723,0.05762895,0.0004674598,0.035049476],"study_design_scores_gemma":[0.0000068608556,0.000017528047,0.00015507154,0.0000030059077,0.000003940861,0.00001551546,0.000010750043,0.9975051,0.00055229873,0.0015065783,0.00021952696,0.0000037848254],"about_ca_topic_score_codex":0.0032849996,"about_ca_topic_score_gemma":0.0020901691,"teacher_disagreement_score":0.0032849996,"about_ca_system_score_codex":0.0003211168,"about_ca_system_score_gemma":0.00036814873,"threshold_uncertainty_score":0.007647276},"labels":[],"label_agreement":null},{"id":"W2085017371","doi":"10.1115/fedsm-icnmm2010-31017","title":"Experimental Study of Dynamic Interaction Between a Steam Generator Tube and an Anti-Vibration Bar","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Rubbing; Vibration; Boiler (water heating); Tube (container); Bar (unit); Natural frequency; Mechanics; Structural engineering; Amplitude; Materials science; Acoustics; Mechanical engineering; Engineering; Physics; Optics","score_opus":0.008592577432584805,"score_gpt":0.2651797614284043,"score_spread":0.25658718399581953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085017371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9913311,0.00014880503,0.0070919967,0.000037141104,0.00006234651,0.000092407485,0.00012624344,0.00009923079,0.0010107491],"genre_scores_gemma":[0.99138826,0.0001015477,0.0057611186,0.000032690547,0.000030570158,0.000115212584,0.00012007733,0.000023895367,0.0024265207],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99908113,0.000109033266,0.000050286173,0.00022349397,0.0003750266,0.00016102259],"domain_scores_gemma":[0.99904007,0.00032886813,0.000115257106,0.00012007426,0.00025221615,0.00014349313],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044616096,0.00065654423,0.0006109087,0.0003747056,0.00056996685,0.0002956224,0.0010808979,0.0011685209,0.0048473715],"category_scores_gemma":[0.0008164218,0.00033693787,0.00039891008,0.0001795129,0.0005263364,0.00053385133,0.00085968216,0.0006277792,0.00060691906],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007840473,0.0004601363,0.0018258633,0.00029918549,0.000021288603,0.00054042746,0.0003861616,0.0014306791,0.9862546,0.00018093069,0.00017484101,0.0076417946],"study_design_scores_gemma":[0.00012699781,0.015695916,0.034415424,0.000060901795,0.000080619466,0.0008513579,0.0009847113,0.015839363,0.92734426,0.00017949488,0.0043457793,0.00007517614],"about_ca_topic_score_codex":0.00020367054,"about_ca_topic_score_gemma":0.00030174598,"teacher_disagreement_score":0.0048473715,"about_ca_system_score_codex":0.00015719191,"about_ca_system_score_gemma":0.00019091126,"threshold_uncertainty_score":0.0162161},"labels":[],"label_agreement":null},{"id":"W2085414660","doi":"10.1016/j.jfluidstructs.2010.01.004","title":"Dynamics of a cantilevered pipe discharging fluid, fitted with a stabilizing end-piece","year":2010,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flutter; Cantilever; Mechanics; Flow (mathematics); Jet (fluid); Dynamics (music); Bifurcation; Fluid dynamics; Perpendicular; Pipe flow; Physics; Structural engineering; Engineering; Geometry; Aerodynamics; Mathematics; Acoustics; Turbulence; Nonlinear system","score_opus":0.003480045376586922,"score_gpt":0.19588237585570697,"score_spread":0.19240233047912006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085414660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9800863,0.000049447724,0.014380918,0.0002646351,0.00003895503,0.000027990956,0.00011956432,0.0001723872,0.004859924],"genre_scores_gemma":[0.9968279,0.000018506014,0.0010893105,0.000015149236,0.0000042465595,0.000007818308,0.000043785796,0.000016562411,0.0019767818],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987483,0.000020428344,0.000006042225,0.000027852504,0.000045782486,0.000025012247],"domain_scores_gemma":[0.99972373,0.00008372749,0.000026468017,0.000019192476,0.000046608304,0.00010029838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020139571,0.00038741683,0.00046283865,0.00033170622,0.0008062464,0.0006187373,0.00060323346,0.0013876264,0.0027423096],"category_scores_gemma":[0.00057295983,0.00019739194,0.00034711923,0.0001701191,0.0013467355,0.00064221374,0.0010083858,0.0006546954,0.00031590427],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018698693,0.0004893102,0.013899855,0.00023750978,0.00009912525,0.008110696,0.0016516229,0.46979353,0.47521698,0.0065373178,0.0016793994,0.020414898],"study_design_scores_gemma":[0.00008396487,0.0006703285,0.010369159,0.000014632309,0.000019185807,0.00033899845,0.00035824842,0.9745813,0.012116632,0.0006290545,0.000757009,0.00006160643],"about_ca_topic_score_codex":0.0034725582,"about_ca_topic_score_gemma":0.001505836,"teacher_disagreement_score":0.0034725582,"about_ca_system_score_codex":0.00034569175,"about_ca_system_score_gemma":0.00058518455,"threshold_uncertainty_score":0.009173989},"labels":[],"label_agreement":null},{"id":"W2086671157","doi":"10.1177/1081286505036411","title":"Finite-Amplitude, Shockless, Resonant Vibrations of an Inhomogeneous Elastic Panel","year":2005,"lang":"en","type":"article","venue":"Mathematics and Mechanics of Solids","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Vibration; Nonlinear system; Harmonic; Distortion (music); Physics; Amplitude; Homogeneous; Mechanics; Mathematical analysis; Classical mechanics; Mathematics; Acoustics; Optics; Quantum mechanics; Statistical physics","score_opus":0.0168172788806793,"score_gpt":0.22482459106145417,"score_spread":0.20800731218077487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086671157","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9657856,0.0000372601,0.02820486,0.000079087826,0.0000112436965,0.000011763867,0.000038101414,0.000055315977,0.0057767965],"genre_scores_gemma":[0.9979182,0.00002071072,0.0009856807,0.000015747099,0.00000379267,0.000005669869,0.000015870424,0.000004960955,0.0010293955],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999263,0.000013345947,0.0000023243458,0.000018535833,0.000021384887,0.000018129016],"domain_scores_gemma":[0.99991274,0.000023963365,0.000016784563,0.000015961932,0.0000068706954,0.000023574104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011379247,0.00018328024,0.00015739739,0.00014780111,0.00018112375,0.00028411837,0.0004017609,0.00030829076,0.001447508],"category_scores_gemma":[0.0002759529,0.00013972544,0.00014223804,0.000104843086,0.0008571637,0.00024137889,0.00047303204,0.00033240076,0.0001666774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000684023,0.0001250147,0.0034977032,0.000063486834,0.000045579032,0.000921657,0.00034974614,0.23058623,0.7219459,0.03417313,0.00055987807,0.0070475936],"study_design_scores_gemma":[0.00007522095,0.0003420465,0.012486462,0.000012628479,0.000026522774,0.00023895552,0.00022161844,0.92628527,0.04592664,0.01365605,0.00068148156,0.00004706637],"about_ca_topic_score_codex":0.0005656503,"about_ca_topic_score_gemma":0.00043221415,"teacher_disagreement_score":0.001447508,"about_ca_system_score_codex":0.00018747253,"about_ca_system_score_gemma":0.000092789545,"threshold_uncertainty_score":0.004842341},"labels":[],"label_agreement":null},{"id":"W2086697515","doi":"10.1016/j.compstruc.2011.01.015","title":"Behaviour of guyed transmission line structures under tornado wind loading","year":2011,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Centre for Energy Advancement through Technological Innovation; Manitoba Hydro","keywords":"Tornado; Parametric statistics; Structural engineering; Wind speed; Engineering; Wind engineering; Geology; Meteorology; Physics; Mathematics","score_opus":0.01448252153570116,"score_gpt":0.21702652009542883,"score_spread":0.20254399855972768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086697515","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982835,0.000017769247,0.0003755934,0.000026204358,0.0000047922986,0.0000049115342,0.000042354717,0.000028601895,0.0012163488],"genre_scores_gemma":[0.9994423,0.0000106210355,0.00007034952,0.0000037375835,9.057089e-7,0.0000023257567,0.000044714012,0.0000050831322,0.00041984487],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999874,0.000024752671,0.000006363484,0.000019491621,0.00003298328,0.000042402215],"domain_scores_gemma":[0.99927896,0.000249585,0.00009576741,0.00006279034,0.00016625994,0.00014665617],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022690553,0.00024052382,0.00032146656,0.0006038314,0.0006421483,0.00048924185,0.00035104548,0.0007662778,0.0041966345],"category_scores_gemma":[0.0012751914,0.00024097237,0.00020634869,0.00023851827,0.00071018626,0.00031354112,0.00031444037,0.00042091595,0.0004649143],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.006082627,0.0006301799,0.047537025,0.00028950162,0.00012879437,0.005932986,0.0035668055,0.502145,0.40442702,0.0021366635,0.002091345,0.025032114],"study_design_scores_gemma":[0.00015013399,0.0027470035,0.21621218,0.00008783953,0.00008839829,0.0008227848,0.0042811125,0.71682847,0.056422684,0.0008599681,0.0013737022,0.00012562075],"about_ca_topic_score_codex":0.0038681857,"about_ca_topic_score_gemma":0.0027217218,"teacher_disagreement_score":0.0041966345,"about_ca_system_score_codex":0.0002842525,"about_ca_system_score_gemma":0.00016454028,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W2087630432","doi":"10.1121/1.4828831","title":"A non-linear viscoelastic model for the tympanic membrane","year":2013,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Institutes of Health Research","keywords":"Viscoelasticity; Linearity; Relaxation (psychology); Materials science; Tympanometry; Frequency domain; Convolution (computer science); Finite element method; Constitutive equation; Hysteresis; Hyperelastic material; Exponential function; Mathematical analysis; Mathematics; Mechanics; Composite material; Physics; Thermodynamics; Computer science","score_opus":0.009294358487566507,"score_gpt":0.22653733060634593,"score_spread":0.2172429721187794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087630432","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.033262126,0.0015972861,0.94564366,0.0004024552,0.00019731544,0.00014365042,0.0003963729,0.00048562634,0.017871551],"genre_scores_gemma":[0.7354561,0.005502391,0.1611245,0.00037435567,0.0002335004,0.00095893914,0.0006379459,0.00018746706,0.09552489],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997788,0.00004633847,0.000013560552,0.00005433924,0.00008836016,0.00001864155],"domain_scores_gemma":[0.9998136,0.0000704242,0.000039303573,0.000023107825,0.00004331738,0.000010326931],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002307079,0.0006530116,0.0005062143,0.0004945476,0.00027607972,0.0008722096,0.0014082668,0.0016581883,0.002827583],"category_scores_gemma":[0.000743722,0.00038321395,0.00068936445,0.00055551965,0.0004009232,0.0013173562,0.00066455494,0.0008130837,0.0014754449],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057298046,0.00009634018,0.0004590491,0.0003159331,0.00003263126,0.00059591484,0.00025232212,0.8579207,0.06856407,0.042137433,0.0017150295,0.02785323],"study_design_scores_gemma":[0.000009020813,0.000056997094,0.00024314065,0.000016305197,0.00000922911,0.00016348789,0.000016299631,0.9895761,0.0016158088,0.0037189275,0.0045593637,0.00001534211],"about_ca_topic_score_codex":0.001055915,"about_ca_topic_score_gemma":0.00079624564,"teacher_disagreement_score":0.002827583,"about_ca_system_score_codex":0.00031191114,"about_ca_system_score_gemma":0.0006778183,"threshold_uncertainty_score":0.0094591975},"labels":[],"label_agreement":null},{"id":"W2088209222","doi":"10.12989/was.2008.11.3.193","title":"Failure analysis of a transmission tower during a microburst","year":2008,"lang":"en","type":"article","venue":"Wind and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Microburst; Tower; Structural engineering; Transmission tower; Event (particle physics); Engineering; Geology; Meteorology; Wind speed; Physics; Wind shear","score_opus":0.00374356349491842,"score_gpt":0.17891215162261642,"score_spread":0.175168588127698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088209222","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99572146,0.000033665816,0.0034604187,0.000014129982,0.0000043986056,0.000016366215,0.00009882571,0.000033203327,0.00061764655],"genre_scores_gemma":[0.9986753,0.00002765245,0.000917651,0.000002173412,0.0000010859512,0.00000455371,0.00009190141,0.0000030873596,0.0002765961],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99979943,0.000022783184,0.000009864991,0.000039381615,0.00008864296,0.000039917228],"domain_scores_gemma":[0.9996357,0.000091181966,0.00008173506,0.000026826217,0.00011151506,0.00005294836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034124608,0.0005049163,0.00029185103,0.0011512515,0.0005822281,0.00034739185,0.00049856317,0.000583224,0.00093729096],"category_scores_gemma":[0.0009919045,0.00017009981,0.00037144774,0.0002913898,0.00046320588,0.00028742405,0.000287724,0.00027228903,0.0001665408],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00087302027,0.00024137137,0.244671,0.0002581529,0.00013330206,0.0055004754,0.0011600995,0.5373219,0.16214666,0.0013648665,0.00094891473,0.045380138],"study_design_scores_gemma":[0.00002936628,0.0014578112,0.21018428,0.000036239908,0.000052778058,0.0008534013,0.00088076876,0.75268227,0.03273983,0.0002626838,0.00076243817,0.00005803616],"about_ca_topic_score_codex":0.032615334,"about_ca_topic_score_gemma":0.031942714,"teacher_disagreement_score":0.032615334,"about_ca_system_score_codex":0.00076108315,"about_ca_system_score_gemma":0.00043922054,"threshold_uncertainty_score":0.064850986},"labels":[],"label_agreement":null},{"id":"W2088274061","doi":"10.1177/1077546307083989","title":"Dynamics of a Laminated Composite Beam on Pasternak-Viscoelastic Foundation Subjected to a Moving Oscillator","year":2008,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Bending moment; Parametric oscillator; Moving load; Beam (structure); Bending stiffness; Mechanics; Deflection (physics); Physics; Viscoelasticity; Separation of variables; Tension (geology); Equations of motion; Structural engineering; Classical mechanics; Materials science; Moment (physics); Composite material; Boundary value problem; Engineering; Vibration; Optics; Acoustics; Quantum mechanics","score_opus":0.004458752246368279,"score_gpt":0.1938319935788527,"score_spread":0.18937324133248443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088274061","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99549484,0.00003855612,0.00335636,0.00002172477,0.000005120056,0.00000516494,0.000027532595,0.000023089138,0.0010275521],"genre_scores_gemma":[0.99778914,0.000049510007,0.0010230566,0.000009028635,0.000001774676,0.000007894075,0.000035269168,0.000005360892,0.0010788203],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999368,0.000007831631,0.0000019667314,0.00001365065,0.000023575323,0.000016141497],"domain_scores_gemma":[0.9998535,0.00004244698,0.000039099294,0.000011331436,0.000023927534,0.000029671059],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016218847,0.00022400975,0.00034719004,0.00028706912,0.00032226747,0.00030138227,0.00023732032,0.00043972785,0.0015610184],"category_scores_gemma":[0.0002697776,0.00016247127,0.0001812815,0.00020334823,0.00043549878,0.00022685966,0.00029337258,0.00021146557,0.00017958824],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004946405,0.00008224564,0.0063078483,0.00008459985,0.000041570816,0.0013711706,0.0006344496,0.0880186,0.8904775,0.0014533934,0.00023258006,0.0108012995],"study_design_scores_gemma":[0.000058827514,0.0011524147,0.06045469,0.000050470382,0.000048451795,0.0004513782,0.00075074245,0.80630076,0.12862179,0.0007688889,0.0012703417,0.0000712183],"about_ca_topic_score_codex":0.0013937285,"about_ca_topic_score_gemma":0.0013414992,"teacher_disagreement_score":0.0015610184,"about_ca_system_score_codex":0.00017165615,"about_ca_system_score_gemma":0.00019676676,"threshold_uncertainty_score":0.0052221417},"labels":[],"label_agreement":null},{"id":"W2089665151","doi":"10.1016/j.jweia.2011.10.005","title":"The response of an overhead electrical power transmission line to two types of wind forcing","year":2011,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Centre for Energy Advancement through Technological Innovation","keywords":"Outflow; Forcing (mathematics); Wind shear; Meteorology; Aeroelasticity; Wind profile power law; Transmission line; Boundary layer; Geology; Wind speed; Atmospheric sciences; Mechanics; Physics; Engineering; Aerodynamics; Electrical engineering","score_opus":0.01532342814087024,"score_gpt":0.21953792967557179,"score_spread":0.20421450153470155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089665151","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99035114,0.00002190489,0.005015598,0.00016202574,0.000027173166,0.000027952783,0.00007418164,0.000115820534,0.0042041894],"genre_scores_gemma":[0.9991295,0.000008721373,0.00022816793,0.000012994387,0.000002181502,0.0000050185913,0.000023023074,0.000008148829,0.00058227417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987936,0.000039768653,0.000005130776,0.000014695064,0.000028777795,0.00003235377],"domain_scores_gemma":[0.999008,0.000676035,0.00006232427,0.00004956434,0.00010952822,0.0000945948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002074469,0.0002832564,0.00028020964,0.00021537284,0.00034412905,0.0003310428,0.00024252794,0.000981291,0.002950285],"category_scores_gemma":[0.0019551625,0.00016749727,0.0002792554,0.00012720571,0.00042557126,0.00022603058,0.00026594894,0.0005027259,0.00025373875],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0046173446,0.00047893723,0.01716233,0.00027443052,0.00012981292,0.0051028007,0.00090492575,0.62980074,0.32131767,0.0024415283,0.0016259208,0.016143508],"study_design_scores_gemma":[0.0001309458,0.0010264933,0.03407144,0.000024999503,0.00003556349,0.0005147503,0.0005252426,0.94557667,0.016796226,0.00066371594,0.00058065227,0.000053327796],"about_ca_topic_score_codex":0.0018097664,"about_ca_topic_score_gemma":0.0012709014,"teacher_disagreement_score":0.002950285,"about_ca_system_score_codex":0.00019506777,"about_ca_system_score_gemma":0.00013174543,"threshold_uncertainty_score":0.009869695},"labels":[],"label_agreement":null},{"id":"W2090667848","doi":"10.1016/j.jsv.2012.08.013","title":"Nonlinear dynamics of axially moving plates","year":2012,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":98,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Axial symmetry; Ordinary differential equation; Inertia; Mathematical analysis; Equations of motion; Mathematics; Plane (geometry); Multiple-scale analysis; Dynamics (music); Differential equation; Classical mechanics; Phase plane; Partial differential equation; Physics; Geometry","score_opus":0.007719252906958247,"score_gpt":0.21765906919970018,"score_spread":0.20993981629274194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090667848","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8287679,0.00070582307,0.097234115,0.0010110217,0.0001954648,0.00005330096,0.00014002825,0.000098085686,0.071794294],"genre_scores_gemma":[0.97873414,0.00025863267,0.001922125,0.00003263481,0.000038705817,0.000013031504,0.000033944158,0.00001713918,0.018949619],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993646,0.0000119704155,0.0000019891966,0.000008599244,0.000029715176,0.000011253007],"domain_scores_gemma":[0.9998048,0.000057197856,0.000042322845,0.000008474124,0.000053397205,0.000033877106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012730472,0.00039869454,0.0002429406,0.0005619668,0.0005012452,0.00067707256,0.0005747596,0.0005430011,0.0042722165],"category_scores_gemma":[0.00065202935,0.00024725267,0.00019591757,0.00023180463,0.0011835317,0.0006866441,0.0008475702,0.00047991233,0.00046234834],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024679967,0.00012795618,0.0033335702,0.00013019922,0.000049017162,0.0011986018,0.0006235635,0.81961197,0.044175945,0.11334691,0.0014031222,0.015752433],"study_design_scores_gemma":[0.000012495894,0.00004340131,0.002299544,0.000007970554,0.0000054070265,0.00013633516,0.0001455065,0.9870208,0.0009993903,0.008649226,0.0006600617,0.000019739995],"about_ca_topic_score_codex":0.0055599264,"about_ca_topic_score_gemma":0.00367152,"teacher_disagreement_score":0.0055599264,"about_ca_system_score_codex":0.0003355868,"about_ca_system_score_gemma":0.00043682093,"threshold_uncertainty_score":0.014292002},"labels":[],"label_agreement":null},{"id":"W2090782499","doi":"10.1115/imece2013-65492","title":"Nonlinear Dynamics of Axially Moving Plates With Rotational Springs","year":2013,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Ordinary differential equation; Axial symmetry; Nonlinear system; Phase portrait; Mathematical analysis; Phase plane; Bifurcation; Differential equation; Mathematics; Plane (geometry); Equations of motion; Classical mechanics; Physics; Partial differential equation; Geometry","score_opus":0.002942290752446302,"score_gpt":0.17006981075854305,"score_spread":0.16712752000609674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090782499","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.896193,0.00016201513,0.08676083,0.00012847535,0.00004001606,0.000024584317,0.000028746885,0.00010240115,0.016559739],"genre_scores_gemma":[0.99172664,0.000065484506,0.0039601154,0.000011417744,0.000005957888,0.000012861528,0.00001291539,0.0000082583,0.00419646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994254,0.000011477823,0.0000025060585,0.000008776298,0.000025154337,0.0000095434225],"domain_scores_gemma":[0.99991584,0.000022990142,0.000024788198,0.00000913282,0.000016132311,0.000011196319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011839252,0.0002784623,0.00021928937,0.00023207132,0.0003750889,0.00039542888,0.00036981574,0.00031502036,0.0013013037],"category_scores_gemma":[0.00029543755,0.0001718122,0.00021021033,0.0001342211,0.00079759024,0.00043464854,0.0006137798,0.0002542148,0.00017184873],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012094224,0.000042420637,0.002970855,0.00007337791,0.000029591258,0.0007195876,0.00045776338,0.8632496,0.08781224,0.0339371,0.00028093,0.010305508],"study_design_scores_gemma":[0.000009471924,0.00006504754,0.0010110744,0.0000047678313,0.0000071231048,0.00009117852,0.00009060167,0.99141616,0.00449509,0.0022195254,0.0005784955,0.000011468638],"about_ca_topic_score_codex":0.002970733,"about_ca_topic_score_gemma":0.0016065829,"teacher_disagreement_score":0.002970733,"about_ca_system_score_codex":0.0002870497,"about_ca_system_score_gemma":0.0004070018,"threshold_uncertainty_score":0.00590688},"labels":[],"label_agreement":null},{"id":"W2091040503","doi":"10.1016/j.advengsoft.2011.06.009","title":"A novel scheme for large deflection analysis of suspended cables made of linear or nonlinear elastic materials","year":2011,"lang":"en","type":"article","venue":"Advances in Engineering Software","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Deflection (physics); Structural engineering; Computer science; Mechanics; Applied mathematics; Engineering; Mathematics; Physics; Classical mechanics","score_opus":0.0143894042073316,"score_gpt":0.2522530303819581,"score_spread":0.23786362617462653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091040503","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008134849,0.000043409425,0.989125,0.00004570525,0.00005699073,0.000040302326,0.000025689082,0.00015315117,0.0023749413],"genre_scores_gemma":[0.32772085,0.0002015141,0.65682256,0.00010848376,0.0001108769,0.00026305727,0.00013146143,0.00022839091,0.014412842],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999051,0.000020641051,0.000005607629,0.00001508767,0.000045086956,0.00000849821],"domain_scores_gemma":[0.99986374,0.00003943143,0.000014987951,0.000034408225,0.000030719042,0.000016584423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028373615,0.0005429097,0.00038067414,0.00036127702,0.00048476912,0.00040434828,0.0010443939,0.0008180521,0.0038785252],"category_scores_gemma":[0.00046018942,0.0002256957,0.000472204,0.00022693667,0.0004587325,0.0007629549,0.0009693252,0.0006735813,0.00084664644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022713542,0.00021255245,0.0009082592,0.00032848323,0.00009886105,0.00065419584,0.00042616492,0.22475459,0.33711544,0.23406257,0.0046919943,0.19651975],"study_design_scores_gemma":[0.000018188344,0.000043581498,0.00015764202,0.000007339699,0.0000076522165,0.00007542929,0.000013824812,0.979567,0.004567428,0.012213372,0.0033172863,0.000011288639],"about_ca_topic_score_codex":0.00047906657,"about_ca_topic_score_gemma":0.0012910647,"teacher_disagreement_score":0.0038785252,"about_ca_system_score_codex":0.00027386576,"about_ca_system_score_gemma":0.0002916288,"threshold_uncertainty_score":0.0129749775},"labels":[],"label_agreement":null},{"id":"W2091262240","doi":"10.4028/www.scientific.net/amm.226-228.1240","title":"Effect of Geometric Nonlinear Behaviour of a Guyed Transmission Tower under Downburst Loading","year":2012,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University; University of Waterloo","funders":"","keywords":"Tower; Transmission tower; Nonlinear system; Structural engineering; Wind engineering; Transmission (telecommunications); Engineering; Meteorology; Physics; Electrical engineering","score_opus":0.005522850180288536,"score_gpt":0.21344259714479544,"score_spread":0.2079197469645069,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091262240","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989409,0.000016251151,0.00053000165,0.000013337754,0.0000059196873,0.0000038400863,0.000022204495,0.000018927829,0.00044863485],"genre_scores_gemma":[0.9996313,0.000014483732,0.00014462165,0.0000044395033,8.197693e-7,0.0000013611378,0.000026270734,0.000004273612,0.00017241959],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997658,0.0000403894,0.000017857446,0.000038011007,0.00008458804,0.000053236177],"domain_scores_gemma":[0.9989802,0.00034675066,0.00017878003,0.0001291874,0.00021965858,0.00014533772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031827707,0.0004241952,0.00034892996,0.0003490519,0.00038403517,0.00041915357,0.0003306652,0.0004938217,0.0019448884],"category_scores_gemma":[0.0015570392,0.00023012178,0.0002376192,0.0001510294,0.00067194545,0.00039116596,0.00044915013,0.00031058266,0.00036297346],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030818426,0.00025569947,0.03525105,0.00019545885,0.000061770785,0.002661911,0.00076679373,0.13402775,0.80699414,0.00025652748,0.00048087072,0.015966263],"study_design_scores_gemma":[0.00012632292,0.0065621897,0.21272728,0.000078103076,0.00015766536,0.0012611775,0.0022853946,0.3550996,0.42006433,0.0002097718,0.0013223961,0.000105725056],"about_ca_topic_score_codex":0.0029774862,"about_ca_topic_score_gemma":0.0038138055,"teacher_disagreement_score":0.0029774862,"about_ca_system_score_codex":0.00027068763,"about_ca_system_score_gemma":0.00019100084,"threshold_uncertainty_score":0.006506324},"labels":[],"label_agreement":null},{"id":"W2091430586","doi":"10.1007/s00419-012-0630-8","title":"Thermo-mechanical nonlinear dynamics of a buckled axially moving beam","year":2012,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Axial symmetry; Nonlinear system; Beam (structure); Structural engineering; Dynamics (music); Mechanics; Classical mechanics; Materials science; Physics; Engineering; Acoustics","score_opus":0.005207442668257287,"score_gpt":0.19198879117718742,"score_spread":0.18678134850893013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091430586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89357245,0.00031001616,0.05184774,0.0008461467,0.0001413627,0.000053340744,0.00021855191,0.00021711021,0.052793182],"genre_scores_gemma":[0.9765673,0.00008860518,0.0027856207,0.000110574205,0.000026207756,0.000020231497,0.000061166,0.00003452259,0.020305675],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999454,0.000008493019,0.0000018805738,0.0000085291795,0.000023168135,0.000012578579],"domain_scores_gemma":[0.9998362,0.000041915104,0.000027794698,0.000016392853,0.00003524765,0.000042464064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014464346,0.00018810549,0.0002527271,0.0003318169,0.0005238763,0.00044344962,0.00046396596,0.0006322824,0.0070831627],"category_scores_gemma":[0.00042880647,0.00018958739,0.00015776265,0.00019430021,0.00086745067,0.0005291687,0.00060043705,0.00043324518,0.0005193269],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000524888,0.00024602294,0.00632935,0.00015627361,0.000075706324,0.0018982856,0.0011661074,0.6435054,0.21664387,0.104024105,0.0034118765,0.02201812],"study_design_scores_gemma":[0.000018318724,0.000070830465,0.0072798477,0.000011615929,0.000007755874,0.00014630827,0.00013019668,0.9810889,0.0034094006,0.006823084,0.0009818239,0.000031989217],"about_ca_topic_score_codex":0.0025994736,"about_ca_topic_score_gemma":0.0023543348,"teacher_disagreement_score":0.0070831627,"about_ca_system_score_codex":0.00039242636,"about_ca_system_score_gemma":0.00040143626,"threshold_uncertainty_score":0.023695469},"labels":[],"label_agreement":null},{"id":"W2091878872","doi":"10.1007/s10832-007-9130-6","title":"Smart structures and their applications on active vibration control: Studies in the Department of Aerospace Engineering, METU","year":2007,"lang":"en","type":"article","venue":"Journal of Electroceramics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Cantilever; Lead zirconate titanate; Smart material; Finite element method; Aerospace; Vibration; Beam (structure); Aerodynamics; Displacement (psychology); Structural engineering; Materials science; Strain gauge; Computer science; Mechanical engineering; Engineering; Aerospace engineering; Acoustics; Physics; Nanotechnology; Electrical engineering","score_opus":0.00781531116696636,"score_gpt":0.24489191475928535,"score_spread":0.237076603592319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091878872","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8539022,0.013803892,0.057250716,0.0012385665,0.00027010695,0.000054177817,0.000032541226,0.000056873683,0.07339097],"genre_scores_gemma":[0.98291713,0.0034172754,0.004468156,0.000062171304,0.000044869143,0.000011647203,0.000013388497,0.000008590008,0.009056783],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983776,0.000035307454,0.0000050612866,0.000020991076,0.00008395631,0.000017038159],"domain_scores_gemma":[0.99962306,0.00023233285,0.000020159581,0.00002703107,0.000077369536,0.000020125868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029124314,0.00019362239,0.00027524447,0.0003354368,0.0003170995,0.000611045,0.0002780323,0.0005353264,0.0034379715],"category_scores_gemma":[0.00075853156,0.00014895306,0.0001526734,0.00031331432,0.00074955536,0.00050233194,0.00025208096,0.00040561613,0.00027503356],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006908338,0.00057044765,0.0065336786,0.00060598017,0.000057733014,0.0006416977,0.0020930541,0.084838666,0.226757,0.17410262,0.0032541142,0.49985412],"study_design_scores_gemma":[0.0001715404,0.0049362457,0.042548206,0.00033518148,0.00014680943,0.0018679015,0.0025229352,0.58515626,0.18368806,0.06707909,0.11141879,0.00012889621],"about_ca_topic_score_codex":0.000616849,"about_ca_topic_score_gemma":0.00091042597,"teacher_disagreement_score":0.0034379715,"about_ca_system_score_codex":0.00019153958,"about_ca_system_score_gemma":0.00019613907,"threshold_uncertainty_score":0.011501133},"labels":[],"label_agreement":null},{"id":"W2092053879","doi":"10.1115/imece2013-65785","title":"Nonlinear Planar Dynamics of Fluid-Conveying Cantilevered Extensible Pipes","year":2013,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Bifurcation; Flutter; Nonlinear system; Equations of motion; Bifurcation diagram; Displacement (psychology); Mechanics; Flow (mathematics); Transverse plane; Classical mechanics; Physics; Mathematics; Aerodynamics; Structural engineering; Engineering","score_opus":0.006754372185436281,"score_gpt":0.19210434521377112,"score_spread":0.18534997302833484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092053879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8579301,0.00033200235,0.13291317,0.00015820793,0.000022491551,0.00002984302,0.00006501323,0.00009025943,0.008458962],"genre_scores_gemma":[0.9916727,0.00018591821,0.004814877,0.000016417702,0.0000072718176,0.000015401074,0.000029092265,0.0000065215922,0.0032517642],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993527,0.000011602187,0.000002756087,0.000015417203,0.000024467847,0.00001058406],"domain_scores_gemma":[0.9999162,0.000020247797,0.00003454965,0.000005615456,0.000014047005,0.000009344231],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000113609676,0.00030722946,0.00021770794,0.00022416616,0.00017920525,0.00030825633,0.0003419363,0.00037264533,0.0011179114],"category_scores_gemma":[0.0003407076,0.00016833241,0.00024387214,0.00014511691,0.0005845538,0.00047684074,0.0007232743,0.00019319328,0.000102166785],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011363702,0.000035066936,0.0032153986,0.00013135544,0.000034658162,0.0009268882,0.00036336845,0.7199484,0.22397988,0.031732924,0.00027687027,0.0192416],"study_design_scores_gemma":[0.000008774012,0.000093811424,0.002016755,0.000005588852,0.000005536672,0.00013661737,0.000067390676,0.99126035,0.0035647508,0.0022780173,0.00054641475,0.000016013391],"about_ca_topic_score_codex":0.0011965397,"about_ca_topic_score_gemma":0.0006573742,"teacher_disagreement_score":0.0011965397,"about_ca_system_score_codex":0.00019547535,"about_ca_system_score_gemma":0.00021758612,"threshold_uncertainty_score":0.0037397742},"labels":[],"label_agreement":null},{"id":"W2092353321","doi":"10.1299/jamdsm.5.329","title":"Web Tension and Velocity Control of Two-Span Roll-to-Roll System for Printed Electronics","year":2011,"lang":"en","type":"article","venue":"Journal of Advanced Mechanical Design Systems and Manufacturing","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Ministry of Knowledge Economy","keywords":"Backstepping; Controller (irrigation); MATLAB; Electronics; Control theory (sociology); Nonlinear system; Control engineering; Engineering; Reliability (semiconductor); Genetic algorithm; Control system; Computer science; Control (management); Adaptive control; Artificial intelligence; Electrical engineering","score_opus":0.014135523434519414,"score_gpt":0.2161293328178671,"score_spread":0.20199380938334768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092353321","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.089639254,0.00020060594,0.9058522,0.00007739655,0.000045593602,0.00005483194,0.000017137041,0.0003416261,0.003771338],"genre_scores_gemma":[0.98202056,0.000078640485,0.01663659,0.000013660325,0.0000066010853,0.00004034341,0.000013840989,0.0000070984156,0.0011827681],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998629,0.00003015314,0.000007519222,0.00002808122,0.000057775414,0.00001352206],"domain_scores_gemma":[0.9998592,0.00004887752,0.000037613543,0.000014927501,0.00003217297,0.0000071379427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002479843,0.00030624922,0.00026298797,0.00015980995,0.00019707845,0.00042509692,0.00035811128,0.0003702094,0.0007899349],"category_scores_gemma":[0.00039923235,0.0001381135,0.0002163517,0.0001460247,0.00030691328,0.00031658658,0.0002580379,0.00029548455,0.00013443976],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002204701,0.00012478033,0.0009908708,0.0002920679,0.000042130458,0.00028498427,0.00024668485,0.71543694,0.18022373,0.0091672195,0.0005539162,0.09241622],"study_design_scores_gemma":[0.000013010684,0.00012790192,0.00039311784,0.0000050897634,0.0000053768,0.000021450562,0.000007928409,0.9923637,0.006204825,0.0004465489,0.00040468198,0.0000063622165],"about_ca_topic_score_codex":0.0013588222,"about_ca_topic_score_gemma":0.0013341581,"teacher_disagreement_score":0.0013588222,"about_ca_system_score_codex":0.0002140426,"about_ca_system_score_gemma":0.00027526022,"threshold_uncertainty_score":0.002701819},"labels":[],"label_agreement":null},{"id":"W2092696443","doi":"10.1115/fedsm-icnmm2010-30386","title":"Effect of Fluid Flow Nonlinearities on the Dynamic Behaviour of Cylindrical Shells Subjected to a Supersonic Flow","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Aerodynamics; Supersonic speed; Mechanics; Shell (structure); Nonlinear system; Flutter; Physics; Vibration; Choked flow; Finite element method; Aeroelasticity; Compressible flow; Equations of motion; Classical mechanics; Materials science; Compressibility; Acoustics","score_opus":0.003550010493313615,"score_gpt":0.2131315221098301,"score_spread":0.2095815116165165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092696443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9582528,0.00013142015,0.038066413,0.000078760364,0.000015882415,0.000025888654,0.000043679127,0.00012054789,0.0032646025],"genre_scores_gemma":[0.9976786,0.0000838136,0.001468154,0.000007257908,0.000003046224,0.000010663175,0.000018776505,0.000011512764,0.00071823463],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998902,0.00002966131,0.000004946207,0.000012573974,0.000039526185,0.000023139544],"domain_scores_gemma":[0.9996841,0.00016690987,0.00006383739,0.00002883904,0.000031322816,0.000024903804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024327089,0.0005686523,0.000276454,0.0003270326,0.0002826923,0.00030119414,0.00021225518,0.00039333946,0.0006238998],"category_scores_gemma":[0.0010849735,0.00020791401,0.00035289637,0.00010262129,0.00080258097,0.00028250396,0.00040341655,0.0002592524,0.00014382639],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003939129,0.000058223188,0.0026286582,0.00007731311,0.00002124781,0.00055897114,0.00026273535,0.71895236,0.26526406,0.0017031919,0.0001357642,0.009943569],"study_design_scores_gemma":[0.000008813424,0.00013606808,0.00344847,0.000007498805,0.000009268773,0.00005941733,0.00004116362,0.9679235,0.027907839,0.000257048,0.00018587042,0.000015005556],"about_ca_topic_score_codex":0.0032715143,"about_ca_topic_score_gemma":0.0018207239,"teacher_disagreement_score":0.0032715143,"about_ca_system_score_codex":0.00021693752,"about_ca_system_score_gemma":0.00022665448,"threshold_uncertainty_score":0.006504953},"labels":[],"label_agreement":null},{"id":"W2092895291","doi":"10.1115/1.4000402","title":"Numerical Investigation of Tearing Fracture of Wrinkled Pipe","year":2009,"lang":"en","type":"article","venue":"Journal of Offshore Mechanics and Arctic Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor; University of Alberta","funders":"University of Alberta","keywords":"Tearing; Instability; Geotechnical engineering; Fracture (geology); Deformation (meteorology); Structural engineering; Settlement (finance); Buckling; Geology; Materials science; Finite element method; Stress (linguistics); Mechanics; Plasticity; Engineering; Composite material; Physics; Computer science","score_opus":0.005317011456102229,"score_gpt":0.1888651296968867,"score_spread":0.18354811824078449,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092895291","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9605513,0.0001857136,0.031661525,0.00017659289,0.000040223145,0.00007107818,0.00026924015,0.00025558524,0.006788812],"genre_scores_gemma":[0.9860285,0.00008243259,0.012200885,0.000019964198,0.000006258555,0.000056692865,0.00012345918,0.000020848864,0.0014609491],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984264,0.000040692852,0.000012800374,0.000024865461,0.000045022567,0.000033927983],"domain_scores_gemma":[0.9990325,0.0005515284,0.00014611804,0.00006447913,0.00013592267,0.00006943973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004549723,0.00041288845,0.00075739395,0.0006270584,0.00051664124,0.0007114517,0.000985256,0.0017509117,0.00213027],"category_scores_gemma":[0.0017302452,0.0003234476,0.00045180475,0.00049020676,0.0008901186,0.00043045983,0.0005572312,0.00056491053,0.00016838923],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006721056,0.000088657296,0.0038220666,0.00008174834,0.000022368155,0.00031016587,0.00011290624,0.98705,0.0046731723,0.00087660184,0.00014065969,0.002754544],"study_design_scores_gemma":[0.0000056788977,0.000026313453,0.00043968117,0.000004415721,0.0000025440652,0.000013748353,0.00002999759,0.9990478,0.00028320617,0.000069296046,0.000074148375,0.0000031931463],"about_ca_topic_score_codex":0.010165569,"about_ca_topic_score_gemma":0.008020476,"teacher_disagreement_score":0.010165569,"about_ca_system_score_codex":0.0005658902,"about_ca_system_score_gemma":0.00061199587,"threshold_uncertainty_score":0.02021283},"labels":[],"label_agreement":null},{"id":"W2093967231","doi":"10.1115/pvp2011-57182","title":"A Numerical Characterization of Flow-Induced Vibration and Fretting Wear Potential in Nuclear Steam Generator Tube Bundles","year":2011,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fretting; Tube (container); Vibration; Fretting wear; Vortex-induced vibration; Turbulence; Boiler (water heating); Structural engineering; Materials science; Flow (mathematics); Finite element method; Mechanical engineering; Mechanics; Engineering; Physics; Acoustics","score_opus":0.008396403868468707,"score_gpt":0.17516736663423566,"score_spread":0.16677096276576694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093967231","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98904127,0.000054420274,0.008136054,0.000050837916,0.000009129386,0.000018830222,0.00009653094,0.00009888722,0.0024941436],"genre_scores_gemma":[0.99710196,0.000022304155,0.0023686122,0.0000061588707,0.0000013533659,0.000011893541,0.000052832493,0.000009282915,0.00042554305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991405,0.000016004466,0.000005073339,0.00001364974,0.000029305767,0.000021832138],"domain_scores_gemma":[0.9995371,0.00022911507,0.00007899096,0.000032817385,0.000073401294,0.0000485451],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023186587,0.00031005425,0.00033106015,0.0004712934,0.00042614632,0.0004758768,0.00037362016,0.0007936788,0.001131525],"category_scores_gemma":[0.00096118817,0.0001838887,0.00035956778,0.00032094875,0.0006052136,0.00028261574,0.00025366255,0.00030015956,0.00010393565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000104044826,0.00011003071,0.009980619,0.000033038188,0.000015369724,0.0002594774,0.00011759964,0.9658781,0.018029457,0.00073431956,0.0001682461,0.0045696697],"study_design_scores_gemma":[0.000004110714,0.000049597424,0.0018223413,0.0000030880099,0.0000021028034,0.000018089471,0.000027006236,0.99684155,0.0010975827,0.000069235655,0.00006032326,0.000005007815],"about_ca_topic_score_codex":0.005745535,"about_ca_topic_score_gemma":0.0036885377,"teacher_disagreement_score":0.005745535,"about_ca_system_score_codex":0.00046989296,"about_ca_system_score_gemma":0.0004351821,"threshold_uncertainty_score":0.011424184},"labels":[],"label_agreement":null},{"id":"W2094622241","doi":"10.1115/1.4003398","title":"Exact Frequency Analysis of a Rotating Cantilever Beam With Tip Mass Subjected to Torsional-Bending Vibrations","year":2011,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Equations of motion; Physics; Natural frequency; Cantilever; Vibration; Beam (structure); Frequency domain; Boundary value problem; Rotation (mathematics); Added mass; Classical mechanics; Gyroscope; Normal mode; Angular velocity; Mechanics; Mathematical analysis; Acoustics; Mathematics; Structural engineering; Engineering; Optics; Geometry","score_opus":0.0109449749573412,"score_gpt":0.21379979276431432,"score_spread":0.20285481780697312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094622241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6636384,0.000611663,0.32640564,0.00015131116,0.00004408789,0.00003931859,0.000073766176,0.00011266335,0.008923177],"genre_scores_gemma":[0.98710895,0.00021822305,0.010287602,0.000023162527,0.000010421407,0.000018545385,0.000037835904,0.00001466364,0.0022804372],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998535,0.00002408323,0.0000049555388,0.000021926191,0.000076179094,0.000019258006],"domain_scores_gemma":[0.9998529,0.00006519557,0.000026756003,0.000019692246,0.000026171643,0.000009306767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027976866,0.00023604352,0.00033270955,0.00033664022,0.00019643609,0.0002777276,0.00028513436,0.00050005433,0.0016267519],"category_scores_gemma":[0.0005449441,0.00014676986,0.00021387613,0.00014480093,0.000565409,0.00031286,0.00031244569,0.00022316878,0.00018124693],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027610658,0.000066468114,0.0035925454,0.00028366398,0.00007040366,0.001121931,0.0006689517,0.5106997,0.36533856,0.060054727,0.0006491808,0.057177756],"study_design_scores_gemma":[0.000009215214,0.00007552256,0.0034498672,0.0000093944145,0.000009687108,0.00011196843,0.000070766735,0.9838923,0.0070084464,0.0047201947,0.00062557496,0.00001702342],"about_ca_topic_score_codex":0.0009996812,"about_ca_topic_score_gemma":0.0007047434,"teacher_disagreement_score":0.0016267519,"about_ca_system_score_codex":0.00017604882,"about_ca_system_score_gemma":0.0002043722,"threshold_uncertainty_score":0.005442083},"labels":[],"label_agreement":null},{"id":"W2094792049","doi":"10.1115/1.4027578","title":"Forced Vibration of Overhead Transmission Line: Analytical and Experimental Investigation","year":2014,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto","funders":"","keywords":"Vibration; Conductor; Parametric statistics; Damper; Beam (structure); Transmission line; Structural engineering; Axial symmetry; Electric power transmission; Timoshenko beam theory; Physics; Engineering; Mechanics; Acoustics; Mathematics; Electrical engineering; Geometry","score_opus":0.008751209194953393,"score_gpt":0.23294038729169936,"score_spread":0.22418917809674596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094792049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9857722,0.00013225789,0.012467365,0.00005121356,0.000018409788,0.000021208014,0.00008117745,0.00009535459,0.0013608111],"genre_scores_gemma":[0.9977679,0.000057335074,0.0016733825,0.0000030577496,0.0000036154177,0.000009694423,0.000025898013,0.000003516905,0.00045569593],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998135,0.0000360032,0.000009066481,0.000039937742,0.00007824316,0.000023354516],"domain_scores_gemma":[0.99960774,0.00016535955,0.00007366751,0.00006188771,0.00006941388,0.000021865306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002667041,0.0004341847,0.00022587007,0.0002647904,0.00025802487,0.00021532398,0.00042501403,0.0005477802,0.0013943652],"category_scores_gemma":[0.0004853612,0.00012240863,0.00017660078,0.00018831347,0.00032573508,0.00030330982,0.00020636934,0.0002478945,0.00018182091],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007090151,0.0007801119,0.007683419,0.00044662642,0.000026066136,0.0012686356,0.0011216633,0.055508636,0.8965558,0.0015297837,0.0009059127,0.033464335],"study_design_scores_gemma":[0.00015637555,0.005478979,0.021872403,0.000082912644,0.00004787421,0.0008663627,0.00081028714,0.7689632,0.19798481,0.0008710524,0.0027969186,0.000068783884],"about_ca_topic_score_codex":0.00046619878,"about_ca_topic_score_gemma":0.00038746579,"teacher_disagreement_score":0.0013943652,"about_ca_system_score_codex":0.00015150872,"about_ca_system_score_gemma":0.00007627882,"threshold_uncertainty_score":0.0046646},"labels":[],"label_agreement":null},{"id":"W2095336008","doi":"10.1016/j.jfluidstructs.2014.06.007","title":"On the use of generalized Hamilton׳s principle for the derivation of the equation of motion of a pipe conveying fluid","year":2014,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Hamilton's principle; Classical mechanics; Motion (physics); Expression (computer science); Hamiltonian optics; Equations of motion; Mathematics; Principle of least action; Calculus (dental); Mathematical analysis; Physics; Mechanics; Hamiltonian system; Computer science","score_opus":0.030395670586995115,"score_gpt":0.23564263681990227,"score_spread":0.20524696623290717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095336008","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.019113326,0.0047152764,0.9375606,0.0018098322,0.0013179334,0.00013385448,0.00020556744,0.00013526103,0.035008337],"genre_scores_gemma":[0.4013831,0.009934771,0.5343607,0.0015691613,0.0012689878,0.00037469517,0.00036769014,0.00047687264,0.05026393],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997348,0.00011279653,0.000013386216,0.00002631907,0.00009619462,0.000016471671],"domain_scores_gemma":[0.9997509,0.00010990883,0.000018300292,0.000023824827,0.00007811286,0.00001888895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009279887,0.00068602135,0.0007618607,0.0010280052,0.000603067,0.0008287462,0.0012204226,0.0009939981,0.0029193899],"category_scores_gemma":[0.0016462478,0.00042090387,0.0012902073,0.0008231139,0.0019755813,0.0012931395,0.0013524592,0.0018085912,0.00066795683],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018564566,0.000018883264,0.00016755263,0.00014713239,0.000025989237,0.00023204682,0.00022717267,0.015622674,0.00252217,0.9611524,0.0029522285,0.016913205],"study_design_scores_gemma":[0.000022344762,0.00007083045,0.0005516702,0.00009005816,0.000022557675,0.00017833048,0.000070240385,0.1952202,0.00069459574,0.7859345,0.01708199,0.00006276732],"about_ca_topic_score_codex":0.004905799,"about_ca_topic_score_gemma":0.005043679,"teacher_disagreement_score":0.004905799,"about_ca_system_score_codex":0.0007250521,"about_ca_system_score_gemma":0.0015054861,"threshold_uncertainty_score":0.009766281},"labels":[],"label_agreement":null},{"id":"W2095585264","doi":"10.1016/j.jfluidstructs.2008.09.005","title":"Nonlinear dynamics of extensible fluid-conveying pipes, supported at both ends","year":2009,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":148,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pitchfork bifurcation; Galerkin method; Nonlinear system; Bifurcation; Mathematics; Buckling; Discretization; Partial differential equation; Ordinary differential equation; Flow (mathematics); Mathematical analysis; Divergence (linguistics); Instability; Differential equation; Saddle-node bifurcation; Mechanics; Classical mechanics; Physics; Geometry; Thermodynamics","score_opus":0.005844349301173445,"score_gpt":0.2187190065555612,"score_spread":0.21287465725438776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095585264","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95228714,0.00013178759,0.03765382,0.00021393316,0.00003440548,0.0000275179,0.00007900671,0.000060794962,0.009511619],"genre_scores_gemma":[0.9909251,0.00009095423,0.0017754466,0.000013995105,0.000012345609,0.000013369514,0.000035758076,0.000014391104,0.0071185892],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999083,0.000019190858,0.0000041940893,0.00002035544,0.000031733205,0.000016252035],"domain_scores_gemma":[0.9997094,0.0000832975,0.00007984755,0.000020234984,0.00004931525,0.000057861154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019864526,0.00054806407,0.0003841285,0.00046995253,0.00042500068,0.0007774231,0.0006615704,0.0008153326,0.0029221338],"category_scores_gemma":[0.0009569119,0.0003345668,0.0002955257,0.00023500582,0.0012754647,0.0011003823,0.0009931533,0.00045022115,0.00030828692],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004702586,0.0002269522,0.004012999,0.00009998252,0.000035831676,0.0009387219,0.0005285896,0.8835065,0.061882205,0.03573461,0.00045205955,0.01211123],"study_design_scores_gemma":[0.000016274395,0.000076090015,0.002261784,0.000004967241,0.000004576914,0.000059664988,0.00007748915,0.99382365,0.001267924,0.0021950651,0.00019550117,0.00001698721],"about_ca_topic_score_codex":0.0022154502,"about_ca_topic_score_gemma":0.0015139248,"teacher_disagreement_score":0.0029221338,"about_ca_system_score_codex":0.00028974205,"about_ca_system_score_gemma":0.00035414385,"threshold_uncertainty_score":0.009775579},"labels":[],"label_agreement":null},{"id":"W2095833536","doi":"10.1016/s0141-0296(03)00003-8","title":"Joint slip in steel electric transmission towers","year":2003,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":104,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; Manitoba Hydro; University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Manitoba Hydro; University of Manitoba","keywords":"Slip (aerodynamics); Structural engineering; Joint (building); Clamping; Galvanization; Bolted joint; Shear (geology); Engineering; Materials science; Finite element method; Composite material; Mechanical engineering","score_opus":0.0037967431373052783,"score_gpt":0.1745011335268579,"score_spread":0.17070439038955262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095833536","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99271446,0.0000523961,0.0047024903,0.000023733932,0.000009071525,0.0000023261505,0.000021706157,0.00001660838,0.002457262],"genre_scores_gemma":[0.99919456,0.000013672268,0.00020132356,0.0000015253296,0.0000026964076,6.821228e-7,0.000011863729,0.0000031093555,0.0005706069],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999229,0.000012773621,0.0000033511856,0.000013390061,0.00002655324,0.000021071952],"domain_scores_gemma":[0.99968326,0.00009855077,0.00007562221,0.000017804432,0.000080126796,0.000044647153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017570955,0.00019682794,0.00022283303,0.0006114848,0.00035937346,0.00033637907,0.00022758498,0.000368211,0.0018280438],"category_scores_gemma":[0.0010355539,0.00025035522,0.00010867565,0.0003858583,0.00045524279,0.00034876147,0.00026410914,0.00020395835,0.0002499593],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013585383,0.00025767216,0.06569995,0.00012944159,0.000049234604,0.002549933,0.0006895671,0.8010934,0.079092294,0.012093322,0.0015404404,0.03544625],"study_design_scores_gemma":[0.00003468817,0.0002299606,0.07436088,0.000012818442,0.000017522438,0.00031167956,0.0004729103,0.91671044,0.0051027285,0.0021661192,0.00056272605,0.000017583907],"about_ca_topic_score_codex":0.003148482,"about_ca_topic_score_gemma":0.0026319844,"teacher_disagreement_score":0.003148482,"about_ca_system_score_codex":0.00027450465,"about_ca_system_score_gemma":0.00016903674,"threshold_uncertainty_score":0.0062603354},"labels":[],"label_agreement":null},{"id":"W2095843630","doi":"10.1007/s00707-002-1000-3","title":"Steady-state response of the parametrically excited axially moving string constituted by the Boltzmann superposition principle","year":2003,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Superposition principle; Axial symmetry; Nonlinear system; String (physics); Physics; Classical mechanics; Multiple-scale analysis; Mathematical analysis; Partial differential equation; Steady state (chemistry); Amplitude; Vibration; Excitation; Mathematics; Mechanics; Quantum mechanics","score_opus":0.008164184596502644,"score_gpt":0.21186581255987483,"score_spread":0.20370162796337218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095843630","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6055779,0.00022893115,0.34873775,0.0005936483,0.00012849642,0.0000625149,0.00011385138,0.00047363044,0.044083256],"genre_scores_gemma":[0.9829647,0.00011564492,0.007045874,0.000086438944,0.000019339574,0.000046388446,0.00007090765,0.000071760725,0.009578917],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997347,0.00006260577,0.0000085838265,0.00005273262,0.00009579619,0.00004552617],"domain_scores_gemma":[0.9997018,0.00012438543,0.000022807239,0.000050512856,0.000056539946,0.000044035496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004660142,0.00029359586,0.0007400471,0.0002623226,0.0004509851,0.0007904902,0.000782991,0.00092192984,0.006571635],"category_scores_gemma":[0.0011032809,0.0003368953,0.00046915334,0.00031730908,0.0013937644,0.0012931789,0.0011768205,0.00077751157,0.00070253725],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00081105356,0.00020818465,0.0022924917,0.00022950073,0.00019801971,0.0007326174,0.00089782116,0.3941292,0.17144637,0.40520748,0.0019910096,0.021856237],"study_design_scores_gemma":[0.00001557061,0.000054732598,0.0013686669,0.000009456543,0.000016067923,0.00010444929,0.000069854475,0.96117556,0.0054092654,0.031205831,0.000536759,0.000033872773],"about_ca_topic_score_codex":0.00057056634,"about_ca_topic_score_gemma":0.00027194634,"teacher_disagreement_score":0.006571635,"about_ca_system_score_codex":0.00038417138,"about_ca_system_score_gemma":0.0004902743,"threshold_uncertainty_score":0.02198428},"labels":[],"label_agreement":null},{"id":"W209699484","doi":"","title":"FACTEUR DE PUISSANCE UNITAIRE PAR COMMANDE A HYSTERESIS VARIABLE DANS LA CASCADE DEVOLTEUR-SURVOLTEUR","year":2007,"lang":"fr","type":"article","venue":"Courrier du Savoir scientifique et technique","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell (Canada)","funders":"","keywords":"Physics; Cascade; Humanities; Philosophy; Chemistry; Chromatography","score_opus":0.012004657762386467,"score_gpt":0.23533656033996894,"score_spread":0.22333190257758248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W209699484","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18630807,0.00074110884,0.80707926,0.00014629905,0.000052925807,0.000058439553,0.00003716494,0.00023044404,0.0053463797],"genre_scores_gemma":[0.90207875,0.0006991859,0.09043734,0.000027831842,0.000018780744,0.000054185733,0.000024119898,0.00004280186,0.006616947],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998723,0.000022958928,0.0000036639117,0.000030954987,0.000057856734,0.000012254983],"domain_scores_gemma":[0.9996773,0.00023308759,0.000029545186,0.000015181243,0.000036964888,0.00000795279],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040114688,0.00033224805,0.00037029744,0.00031855603,0.00030892566,0.0006525518,0.00049075513,0.00045387007,0.0015133676],"category_scores_gemma":[0.0006762501,0.0002092427,0.00031442236,0.00022642917,0.00052206154,0.00051577325,0.00018412678,0.00056964206,0.00012748817],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032391786,0.000082461505,0.0033581161,0.0004938658,0.000041407427,0.0005204829,0.00091156916,0.49736142,0.29743576,0.06709267,0.00047436537,0.13190398],"study_design_scores_gemma":[0.000017557775,0.0001416574,0.0010998179,0.000027334734,0.000026782422,0.00015179659,0.00009022661,0.92368585,0.06767905,0.0037607152,0.0032913946,0.00002781104],"about_ca_topic_score_codex":0.0027040872,"about_ca_topic_score_gemma":0.0039523724,"teacher_disagreement_score":0.0027040872,"about_ca_system_score_codex":0.0005055949,"about_ca_system_score_gemma":0.00039487405,"threshold_uncertainty_score":0.0053766966},"labels":[],"label_agreement":null},{"id":"W2097944605","doi":"10.1002/cnm.1161","title":"Dynamic modeling of cable system using a new nodal position finite element method","year":2008,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Biomedical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Ontario Centres of Excellence","keywords":"Finite element method; Benchmark (surveying); Rotation (mathematics); Position (finance); Displacement (psychology); Rigid body; Deformation (meteorology); Computer science; Engineering; Structural engineering","score_opus":0.02593195492434326,"score_gpt":0.3585098534608747,"score_spread":0.33257789853653147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2097944605","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009074911,0.00010064369,0.9872175,0.000051935254,0.000023737588,0.000027412569,0.000042308995,0.00017649171,0.0032850457],"genre_scores_gemma":[0.55558443,0.0007094686,0.42612568,0.000082410974,0.000053700867,0.00037238552,0.0002819104,0.0002245908,0.016565304],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997664,0.00006892189,0.00001165583,0.000036813944,0.00010027138,0.000015914668],"domain_scores_gemma":[0.99979943,0.00008491112,0.000030100573,0.000020143609,0.00005448545,0.000010900905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036263934,0.00063013355,0.00049761793,0.0005340496,0.00027164523,0.00048298322,0.0010355371,0.0011310326,0.0030532007],"category_scores_gemma":[0.00076246384,0.00042889576,0.00055416446,0.0003531577,0.0004859063,0.0007151766,0.00061589526,0.0005782308,0.00071847544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001852108,0.000016596616,0.00039176756,0.000037360947,0.000011573196,0.00006711157,0.00006677296,0.9749297,0.0074465936,0.0051873233,0.00030096344,0.011525665],"study_design_scores_gemma":[0.0000018931711,0.0000064042038,0.00003549434,0.0000028773495,0.0000015168539,0.000010651419,0.0000046904584,0.99855655,0.00038656712,0.00029292045,0.0006981233,0.0000023790362],"about_ca_topic_score_codex":0.0034685917,"about_ca_topic_score_gemma":0.0026540854,"teacher_disagreement_score":0.0034685917,"about_ca_system_score_codex":0.00036885872,"about_ca_system_score_gemma":0.0005551266,"threshold_uncertainty_score":0.0102139115},"labels":[],"label_agreement":null},{"id":"W2098241032","doi":"10.1109/ccece.2004.1347635","title":"Tension control loop using a linear actuator based on the energetic macroscopic representation","year":2004,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Trois-Rivières","funders":"Institute of Museum and Library Services","keywords":"Actuator; Control theory (sociology); Tension (geology); Loop (graph theory); Representation (politics); Voltage; Feedback loop; Synchronism; Work (physics); Computer science; Control system; Engineering; Mechanical engineering; Control (management); Physics; Mathematics; Classical mechanics; Artificial intelligence","score_opus":0.01333108474936518,"score_gpt":0.24255234156939068,"score_spread":0.2292212568200255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2098241032","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12423802,0.00008917556,0.8685351,0.000101925245,0.000048061393,0.000041234067,0.000018217741,0.0005033254,0.006424947],"genre_scores_gemma":[0.96525615,0.00003488372,0.03304564,0.000016582928,0.000011193252,0.00003061012,0.000016395654,0.000011371255,0.001577255],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999118,0.000014499779,0.0000046274477,0.00002317677,0.000038186863,0.000007793244],"domain_scores_gemma":[0.99991393,0.000030637726,0.000019187159,0.0000144757705,0.00001542642,0.000006369536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014212375,0.00019885447,0.00018176438,0.000103337756,0.00016365419,0.00039687604,0.00033762533,0.00022481366,0.0011829743],"category_scores_gemma":[0.0002415078,0.00011221452,0.00014102932,0.00008214657,0.0002941475,0.00037849625,0.00020766044,0.0003159886,0.00015299706],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029861036,0.00015415347,0.0010587666,0.0001904253,0.000039844534,0.00020653484,0.00014627926,0.19297974,0.6856391,0.026735023,0.00046391127,0.09208773],"study_design_scores_gemma":[0.000030381963,0.00041618253,0.0009929107,0.000007832624,0.000015769609,0.00007983083,0.000013819503,0.94326305,0.0510119,0.002081115,0.002070357,0.000016844471],"about_ca_topic_score_codex":0.0004022865,"about_ca_topic_score_gemma":0.00046619304,"teacher_disagreement_score":0.0011829743,"about_ca_system_score_codex":0.00019672643,"about_ca_system_score_gemma":0.00015066491,"threshold_uncertainty_score":0.0039574504},"labels":[],"label_agreement":null},{"id":"W2098976017","doi":"10.1177/1077546313508576","title":"Nonlinear stability and bifurcations of an axially moving beam in thermal environment","year":2014,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Galerkin method; Bifurcation; Axial symmetry; Partial differential equation; Phase portrait; Ordinary differential equation; Physics; Beam (structure); Mathematical analysis; Vibration; Discretization; Transverse plane; Classical mechanics; Mechanics; Differential equation; Mathematics; Geometry; Optics","score_opus":0.00379570128848988,"score_gpt":0.18206970561017816,"score_spread":0.17827400432168827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2098976017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9556842,0.00015706201,0.03690231,0.0001343288,0.000014999496,0.000021911977,0.000036393078,0.00006931715,0.006979419],"genre_scores_gemma":[0.9960979,0.00005032164,0.0024769807,0.000010450513,0.0000023758598,0.00001625356,0.00001232014,0.000006584466,0.0013266795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999356,0.000016006627,0.0000022070371,0.000010974389,0.000020855186,0.000014229951],"domain_scores_gemma":[0.9998561,0.00006227387,0.000034961275,0.000010914922,0.000020643269,0.000015075282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025539086,0.00021319203,0.00026866797,0.00031953974,0.000413259,0.00035387825,0.00028418936,0.00050015823,0.0013718702],"category_scores_gemma":[0.00046625594,0.00016536855,0.00021451371,0.00018436431,0.0007120588,0.00023949452,0.00041980573,0.00019824429,0.00013714039],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044925703,0.00010509914,0.008855487,0.0002003649,0.00010091403,0.001196244,0.0018236865,0.6523945,0.2642682,0.052176096,0.00075528346,0.017674983],"study_design_scores_gemma":[0.000010086177,0.000050657385,0.0016819892,0.000008590236,0.0000071566114,0.000041332187,0.000082712984,0.9917603,0.004205304,0.0018999972,0.00024233221,0.0000095517225],"about_ca_topic_score_codex":0.0017829312,"about_ca_topic_score_gemma":0.001160251,"teacher_disagreement_score":0.0017829312,"about_ca_system_score_codex":0.00027198522,"about_ca_system_score_gemma":0.00025535314,"threshold_uncertainty_score":0.004589319},"labels":[],"label_agreement":null},{"id":"W2099147139","doi":"10.1109/tpwrd.2003.813872","title":"Testing and development of alternative flexible-bus geometries for interconnected substation equipment subjected to earthquakes","year":2003,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Engineering; Finite element method; Acceleration; Voltage; Nonlinear system; Reliability engineering; Structural engineering; Computer science; Electrical engineering","score_opus":0.025719103335773867,"score_gpt":0.236513614900507,"score_spread":0.21079451156473314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099147139","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97697306,0.00010816373,0.021721268,0.000027532013,0.000014823555,0.000048808943,0.00012482572,0.000121473466,0.00086012774],"genre_scores_gemma":[0.97711325,0.00010729829,0.022309143,0.000006305176,0.000002488335,0.000028743485,0.00011969385,0.000028898781,0.00028421203],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99947375,0.00015689997,0.000044559027,0.000076083226,0.00019870327,0.00004996198],"domain_scores_gemma":[0.99839133,0.0005950266,0.0002816254,0.00037217158,0.0002657574,0.000094034396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062354817,0.00064235664,0.00043027193,0.00068748055,0.00022079068,0.00026166765,0.00062419835,0.00033943914,0.0012880653],"category_scores_gemma":[0.0034835797,0.00034070012,0.0002760968,0.00030989855,0.00050976884,0.0005288246,0.00046148046,0.00018635171,0.00019708484],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072834064,0.00027768523,0.017098237,0.0006493812,0.00006823929,0.0013972722,0.00085707207,0.44848564,0.4106016,0.0029536474,0.00065290363,0.11623004],"study_design_scores_gemma":[0.00026951366,0.017394155,0.051446274,0.00015178198,0.0002257762,0.0021864306,0.001926312,0.35810316,0.5543519,0.0029075767,0.010840958,0.00019613493],"about_ca_topic_score_codex":0.0003276024,"about_ca_topic_score_gemma":0.0009805766,"teacher_disagreement_score":0.0012880653,"about_ca_system_score_codex":0.00018805025,"about_ca_system_score_gemma":0.00018482386,"threshold_uncertainty_score":0.0043089986},"labels":[],"label_agreement":null},{"id":"W2100368864","doi":"10.1109/oceans.1993.325968","title":"Passive damping to attenuate snap loading on a ROV umbilical cable","year":2002,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Remotely operated underwater vehicle; Boom; Structural engineering; Remotely operated vehicle; Damper; Finite element method; Marine engineering; Engineering; Computer science; Aerospace engineering; Robot","score_opus":0.013802634493505163,"score_gpt":0.20884666650838712,"score_spread":0.19504403201488196,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100368864","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12597299,0.000812824,0.8467221,0.00029424808,0.00026270442,0.00011695655,0.00006805393,0.0012375725,0.02451265],"genre_scores_gemma":[0.93347347,0.00061852613,0.04100096,0.00007734943,0.000072202594,0.00007020295,0.00010773577,0.000081761355,0.024497783],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999275,0.000016450887,0.0000029723028,0.000011919354,0.000032835498,0.00000832783],"domain_scores_gemma":[0.99987805,0.000045486257,0.000018242623,0.000011836087,0.000038347054,0.000008040916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011131694,0.00031162196,0.000174546,0.0001844239,0.0001466659,0.0002387408,0.0003395299,0.00023968046,0.0056051365],"category_scores_gemma":[0.00029921441,0.00007233066,0.00013561721,0.000086781794,0.00016827206,0.00021480232,0.00029020317,0.00013882371,0.0008411049],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041266592,0.00011896957,0.0019997829,0.0005455545,0.000047472175,0.0007473495,0.00033385577,0.17633912,0.4615388,0.013840129,0.009490602,0.3345858],"study_design_scores_gemma":[0.00009698666,0.0016368311,0.0025032042,0.00009225558,0.00007367549,0.000492685,0.00013624443,0.8423689,0.10635881,0.0024433315,0.04376751,0.000029545201],"about_ca_topic_score_codex":0.0003311072,"about_ca_topic_score_gemma":0.00045012974,"teacher_disagreement_score":0.0056051365,"about_ca_system_score_codex":0.00013801607,"about_ca_system_score_gemma":0.00008405582,"threshold_uncertainty_score":0.018751025},"labels":[],"label_agreement":null},{"id":"W2100526169","doi":"10.1115/imece2012-85475","title":"Analysis and Control of Chaotic Responses of a Cantilever Beam Subjected to Sinusoidal Excitation","year":2012,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Cantilever; Chaotic; Excitation; Shearing (physics); Beam (structure); Control theory (sociology); Materials science; Engineering; Computer science; Structural engineering; Control (management); Composite material; Electrical engineering","score_opus":0.005980074710330038,"score_gpt":0.2127854751494063,"score_spread":0.20680540043907625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100526169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5223812,0.00016913642,0.47413802,0.000073002164,0.000024196328,0.000030225601,0.000021171581,0.00010009034,0.0030628387],"genre_scores_gemma":[0.99530655,0.000038509184,0.0042788656,0.0000025468785,0.0000021036483,0.000012521299,0.000005019281,0.0000018706843,0.0003520778],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99995375,0.000010847113,0.0000020995806,0.000008584078,0.000017979648,0.000006678023],"domain_scores_gemma":[0.9999018,0.000038452486,0.000022344675,0.00000777437,0.00002351966,0.0000062014255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001426073,0.00020273839,0.00012846025,0.00009624062,0.000097518525,0.00015746253,0.00013535406,0.00014352046,0.0003790993],"category_scores_gemma":[0.0003105729,0.000071375296,0.0001362933,0.000053704418,0.00019943567,0.000081396436,0.00012759627,0.00012727536,0.000029911424],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021650655,0.000050052226,0.0023609505,0.00018246358,0.000066186236,0.00025448098,0.00029541418,0.627013,0.29273522,0.007784356,0.00025619016,0.06878515],"study_design_scores_gemma":[0.0000054885995,0.00007765374,0.0009840076,0.000003218235,0.0000063296657,0.000013457148,0.00001045904,0.9913038,0.00708619,0.00034397063,0.00016163685,0.000003713234],"about_ca_topic_score_codex":0.0012095522,"about_ca_topic_score_gemma":0.0012649063,"teacher_disagreement_score":0.0012095522,"about_ca_system_score_codex":0.000119504526,"about_ca_system_score_gemma":0.00017158088,"threshold_uncertainty_score":0.0024050474},"labels":[],"label_agreement":null},{"id":"W2100785443","doi":"10.1142/s1758825113500191","title":"PERIODIC AND CHAOTIC RESPONSES OF AN AXIALLY ACCELERATING VISCOELASTIC BEAM UNDER TWO-FREQUENCY EXCITATIONS","year":2013,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Axial symmetry; Parametric oscillator; Physics; Nonlinear system; Mathematical analysis; Classical mechanics; Lyapunov exponent; Mathematics; Optics; Quantum mechanics","score_opus":0.012126750555904729,"score_gpt":0.24365161488459086,"score_spread":0.23152486432868613,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100785443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98367995,0.00006144321,0.014564253,0.00004587161,0.000011177928,0.000007006746,0.000018399294,0.000029324921,0.00158256],"genre_scores_gemma":[0.9983664,0.00003377782,0.0011327054,0.000008460472,0.0000021768112,0.0000068241234,0.000011804349,0.0000026228422,0.0004351914],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999299,0.000012561121,0.000003863609,0.000012459876,0.000028187667,0.000013066072],"domain_scores_gemma":[0.9998435,0.000051281047,0.000034447978,0.000022150201,0.000033259286,0.000015316578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016559956,0.00015034503,0.00013724677,0.00019451951,0.0001542114,0.00015290445,0.00016123035,0.00022024423,0.0006019983],"category_scores_gemma":[0.00047953668,0.00009344833,0.00011708961,0.00014674956,0.00031567368,0.00023909207,0.00021962395,0.00015870309,0.00006510039],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004924186,0.00009759923,0.013318482,0.00013881015,0.00007475524,0.0012491961,0.0010889232,0.18911314,0.7468115,0.010533587,0.0006115326,0.03647008],"study_design_scores_gemma":[0.000015966083,0.0001722805,0.013315155,0.000013115543,0.000015987871,0.00016847107,0.00017023634,0.94963497,0.034360528,0.0015785485,0.00053039467,0.00002430454],"about_ca_topic_score_codex":0.00048190207,"about_ca_topic_score_gemma":0.0003417269,"teacher_disagreement_score":0.0006019983,"about_ca_system_score_codex":0.00011222222,"about_ca_system_score_gemma":0.000114995426,"threshold_uncertainty_score":0.0020139217},"labels":[],"label_agreement":null},{"id":"W2101661875","doi":"10.1109/icma.2005.1626750","title":"Research on the control technique for optimal dispersion winding system","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Winding machine; Dispersion (optics); Yarn; Optimal control; Basis (linear algebra); Computer science; Control theory (sociology); Optimal design; Control (management); Engineering; Mechanical engineering; Mathematics; Mathematical optimization; Physics; Artificial intelligence; Optics","score_opus":0.016368715190805988,"score_gpt":0.2677913389378381,"score_spread":0.25142262374703206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2101661875","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00889497,0.00046809224,0.9886468,0.00006191136,0.000039061943,0.00001596668,0.0000040373397,0.00010122471,0.001768044],"genre_scores_gemma":[0.8342416,0.0011788978,0.16147317,0.00005506285,0.00014385971,0.000094978794,0.000035573597,0.00005082719,0.0027260154],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955934,0.000087293745,0.000028363926,0.00012992077,0.00016880862,0.000026273829],"domain_scores_gemma":[0.9996953,0.000113087735,0.000047282952,0.000024294908,0.0001110543,0.000009010289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006662529,0.00045016277,0.0004924956,0.00038269247,0.0002988552,0.00048990356,0.00044588733,0.0003584235,0.0011853391],"category_scores_gemma":[0.0011145321,0.00021914954,0.0003288218,0.00026811985,0.00041822638,0.00091627403,0.00025868253,0.00045718535,0.00019083664],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028933337,0.00010904857,0.001400682,0.0006953321,0.00007689343,0.00015016159,0.00054558454,0.25774282,0.15190224,0.112044156,0.0018213664,0.47322243],"study_design_scores_gemma":[0.000045515775,0.0003201679,0.00051251857,0.000031334097,0.00003155246,0.00016287938,0.000035999314,0.96634465,0.017612185,0.009488715,0.005386443,0.000028079618],"about_ca_topic_score_codex":0.00071576535,"about_ca_topic_score_gemma":0.00038800284,"teacher_disagreement_score":0.0011853391,"about_ca_system_score_codex":0.00034893776,"about_ca_system_score_gemma":0.000291048,"threshold_uncertainty_score":0.003965318},"labels":[],"label_agreement":null},{"id":"W2103856435","doi":"10.1061/9780784412657.022","title":"Effect of the Dynamic Soil-Structure Interaction on Rigid Transmission Line Towers Subjected to Wind and Impulse Loads","year":2012,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Impulse (physics); Transmission line; Parametric statistics; Soil structure interaction; Structural engineering; Pile; Stiffness; Foundation (evidence); Dynamic load testing; Geotechnical engineering; Conductor; Electric power transmission; Electrical impedance; Engineering; Soil resistivity; Wind engineering; Finite element method; Ground; Physics; Materials science; Mathematics; Electrical engineering","score_opus":0.0021539959925140247,"score_gpt":0.22066468079218296,"score_spread":0.21851068479966892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2103856435","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981014,0.000017906304,0.0010457282,0.000009178445,0.0000028473496,0.0000034585469,0.00001971648,0.0000181766,0.0007816563],"genre_scores_gemma":[0.9997663,0.000012404217,0.000078661506,0.0000018804611,7.134281e-7,0.0000012353341,0.000011160649,0.0000027606084,0.00012490178],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979967,0.000047705336,0.0000087013605,0.00002660682,0.000057533907,0.00005973316],"domain_scores_gemma":[0.9994037,0.0003383835,0.000111015244,0.000036954523,0.000044200395,0.00006568202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002379486,0.0003728024,0.0003592171,0.00046283935,0.00029627696,0.00033666365,0.0002441853,0.00048732496,0.001958036],"category_scores_gemma":[0.0007600424,0.00020342192,0.00031025714,0.00023664994,0.00055229204,0.00023405324,0.00033014297,0.0002617238,0.00017130918],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018570223,0.00041988117,0.024398962,0.00017905878,0.00012629406,0.0039373045,0.00047421988,0.4522754,0.495142,0.0005616317,0.0003957348,0.020232478],"study_design_scores_gemma":[0.000072230105,0.0030509604,0.1799379,0.00004397553,0.0001924333,0.0009757027,0.0012243004,0.6915395,0.12172288,0.00044887996,0.00070801337,0.00008325662],"about_ca_topic_score_codex":0.001274773,"about_ca_topic_score_gemma":0.0014058681,"teacher_disagreement_score":0.001958036,"about_ca_system_score_codex":0.00018187413,"about_ca_system_score_gemma":0.00010556819,"threshold_uncertainty_score":0.006550312},"labels":[],"label_agreement":null},{"id":"W2106289925","doi":"10.1109/iros.1995.525825","title":"Experimental validation of compliance models for LADD transmission kinematics","year":2002,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Kinematics; Elasticity (physics); Position (finance); Bending; Displacement (psychology); Computer science; Physics; Structural engineering; Control theory (sociology); Engineering; Classical mechanics; Control (management); Artificial intelligence","score_opus":0.054659807126547125,"score_gpt":0.26183214209838485,"score_spread":0.20717233497183773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106289925","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4303054,0.00019291478,0.55945474,0.00042034072,0.00027997151,0.00026046613,0.0005768686,0.002101772,0.0064074844],"genre_scores_gemma":[0.9370838,0.00015576016,0.059485782,0.00006598994,0.000017529504,0.00020539512,0.00042041572,0.000093161245,0.0024720754],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979527,0.0002221779,0.0001815952,0.00026799156,0.0012664072,0.000109225904],"domain_scores_gemma":[0.9959637,0.0014159445,0.00050718116,0.0010415771,0.0009558546,0.000115719806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018200418,0.0006811539,0.0003662771,0.0006531476,0.00048775665,0.0005594232,0.0011900278,0.0011355755,0.0020423546],"category_scores_gemma":[0.005655458,0.00044528907,0.0005131021,0.00032647655,0.00065572356,0.0009889147,0.0006913794,0.00073743315,0.0008956544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008489383,0.0013905815,0.011380535,0.0005869244,0.0000575886,0.00047337517,0.0007964925,0.16011997,0.6371227,0.010495994,0.0032478704,0.17347917],"study_design_scores_gemma":[0.00009461142,0.0020671512,0.0048350035,0.00006146241,0.000036328343,0.0003045877,0.00012183015,0.6159832,0.36640373,0.00091761554,0.009079234,0.000095347015],"about_ca_topic_score_codex":0.0018137937,"about_ca_topic_score_gemma":0.0016988056,"teacher_disagreement_score":0.0020423546,"about_ca_system_score_codex":0.000490097,"about_ca_system_score_gemma":0.0006412027,"threshold_uncertainty_score":0.009625435},"labels":[],"label_agreement":null},{"id":"W2107741035","doi":"10.5151/meceng-wccm2012-19757","title":"INFLUENCE OF TRANSMISSION-LINE PARAMETERS ON HIGH-AMPLITUDE VIBRATION OF CONDUCTOR BUNDLES","year":2014,"lang":"en","type":"article","venue":"Blucher Mechanical Engineering Proceedings","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Chicoutimi","funders":"Natural Sciences and Engineering Research Council of Canada; Centre québécois de recherche et de développement de l’aluminium; Électricité de France; Hydro-Québec; Université du Québec à Chicoutimi","keywords":"Span (engineering); Conductor; Bundle; Vibration; Amplitude; Rotation (mathematics); Jump; Structural engineering; Mechanics; Electrical conductor; Materials science; Mathematics; Engineering; Geometry; Acoustics; Physics; Optics; Composite material","score_opus":0.010190602740643337,"score_gpt":0.2076676078626416,"score_spread":0.19747700512199826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2107741035","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99220484,0.00013083707,0.006759083,0.000027215408,0.000010840511,0.000009199074,0.000039119353,0.00006430307,0.0007544808],"genre_scores_gemma":[0.99943954,0.000027151842,0.0004464078,0.000002584427,0.0000014243013,0.0000028835104,0.000011423685,0.0000069318426,0.00006158166],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965453,0.00011288852,0.000022194263,0.00005493285,0.000093578135,0.00006198329],"domain_scores_gemma":[0.9979704,0.0014424326,0.00024869991,0.00011701708,0.00014840557,0.00007311807],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005569591,0.00045493996,0.00037106854,0.00034470888,0.00026799156,0.00041891067,0.0002693628,0.0006274081,0.0009304934],"category_scores_gemma":[0.002370687,0.00021025725,0.000308931,0.00023509681,0.00045034842,0.00055171485,0.00029721114,0.0003554974,0.00017669222],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00095245114,0.00023859946,0.017904468,0.00029532897,0.00009232913,0.001034337,0.00043037205,0.5481308,0.414525,0.00042225944,0.00025952034,0.01571467],"study_design_scores_gemma":[0.00010451362,0.0020884494,0.032637026,0.00004859093,0.00013770875,0.00040888466,0.00045586197,0.78615403,0.1768918,0.00036133325,0.0006418326,0.00006992444],"about_ca_topic_score_codex":0.00067345874,"about_ca_topic_score_gemma":0.00075056753,"teacher_disagreement_score":0.0009304934,"about_ca_system_score_codex":0.00031052108,"about_ca_system_score_gemma":0.00013884489,"threshold_uncertainty_score":0.003112793},"labels":[],"label_agreement":null},{"id":"W2109167309","doi":"10.1023/b:engi.0000011929.17902.87","title":"Transverse vibrations of an axially accelerating viscoelastic string with geometric nonlinearity","year":2004,"lang":"en","type":"article","venue":"Journal of Engineering Mathematics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Axial symmetry; Nonlinear system; Parametric oscillator; Vibration; Parametric statistics; Mathematical analysis; Transverse plane; String (physics); Amplitude; Physics; Viscoelasticity; Mathematics; Critical speed; Harmonic; Classical mechanics; Geometry; Optics; Acoustics; Quantum mechanics","score_opus":0.01135243183270221,"score_gpt":0.21129234620157383,"score_spread":0.19993991436887162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109167309","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9126236,0.00013643045,0.073435634,0.00055527437,0.00013628142,0.000034888988,0.00004374007,0.00012486069,0.012909341],"genre_scores_gemma":[0.9908352,0.00006384196,0.0026122185,0.000047609155,0.000046166384,0.000011504014,0.000016077742,0.00002099482,0.006346311],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985313,0.000041435775,0.000008352773,0.000024928737,0.000045918703,0.000026293059],"domain_scores_gemma":[0.9995142,0.00017641419,0.00010432009,0.000038971015,0.00007262609,0.00009330864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004605699,0.00054772565,0.00042162673,0.00063534104,0.0005274734,0.0006789186,0.0005381507,0.0011653106,0.002757469],"category_scores_gemma":[0.0013474713,0.000291534,0.00033425944,0.00037220365,0.0015067647,0.00082027557,0.0013002352,0.00068704074,0.00032566147],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018539126,0.0004686194,0.013140613,0.00026088965,0.0001461689,0.00847718,0.001712899,0.48863807,0.29344207,0.15552542,0.0024617782,0.03387237],"study_design_scores_gemma":[0.00003753687,0.00039289935,0.005485712,0.000016042939,0.000027946582,0.0006874109,0.00026410903,0.9785895,0.0041874987,0.009686866,0.0005743025,0.000050216084],"about_ca_topic_score_codex":0.00056719297,"about_ca_topic_score_gemma":0.00027098664,"teacher_disagreement_score":0.002757469,"about_ca_system_score_codex":0.0002488187,"about_ca_system_score_gemma":0.00029230633,"threshold_uncertainty_score":0.009224594},"labels":[],"label_agreement":null},{"id":"W2110064495","doi":"10.1260/1369433001502067","title":"Aeroelastic Model Investigation and Spectral Analysis of a Tall Lattice Tower","year":2000,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Zhejiang University; Nanjing University of Aeronautics and Astronautics; University of Ottawa; University of Minnesota; National Science Foundation","keywords":"Aeroelasticity; Structural engineering; Aerodynamics; Wind engineering; Wind gradient; Wind speed; Wind profile power law; Stiffness; Turbulence; Aerodynamic force; Log wind profile; Mechanics; Engineering; Physics; Meteorology","score_opus":0.003375473674885884,"score_gpt":0.20235062582787516,"score_spread":0.19897515215298928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2110064495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.982756,0.000024790512,0.015507008,0.000027749842,0.0000070307674,0.00000922261,0.000046499725,0.00009176038,0.0015299605],"genre_scores_gemma":[0.99831307,0.000017215994,0.0012223283,0.0000024418684,0.0000015098317,0.0000050533085,0.000031402822,0.000004772127,0.0004021569],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999174,0.000020893844,0.000002792964,0.000012652192,0.00003182405,0.000014546426],"domain_scores_gemma":[0.9998467,0.000067332134,0.000018244364,0.000018660032,0.000029564539,0.000019543204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015232993,0.00034852917,0.00027430424,0.00024592833,0.00021455424,0.00023777761,0.0002928475,0.00048330537,0.0008242107],"category_scores_gemma":[0.00039128665,0.00012499354,0.00026070842,0.00014338613,0.00027714515,0.0002898324,0.0002017255,0.00027344414,0.00012006364],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017644366,0.000115414594,0.0039162184,0.00005538466,0.00001602372,0.00046811116,0.00012609284,0.84576464,0.13985886,0.00092935795,0.00022248781,0.008351059],"study_design_scores_gemma":[0.000008611613,0.00011279476,0.0027342308,0.0000026543742,0.0000031259115,0.000033113694,0.00003297915,0.9917568,0.0050977673,0.00009869983,0.00011217013,0.0000070728784],"about_ca_topic_score_codex":0.0034915097,"about_ca_topic_score_gemma":0.0021268558,"teacher_disagreement_score":0.0034915097,"about_ca_system_score_codex":0.0001883765,"about_ca_system_score_gemma":0.00021762887,"threshold_uncertainty_score":0.0069423914},"labels":[],"label_agreement":null},{"id":"W2111706430","doi":"10.1016/s0022-460x(02)01575-4","title":"Dynamic analysis of an optical fiber coupler in telecommunications","year":2003,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Optical fiber; Vibration; Optics; Physics; Deflection (physics); Parametric statistics; Acoustics; Mathematics","score_opus":0.008816651402411804,"score_gpt":0.249566972589014,"score_spread":0.2407503211866022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2111706430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8119412,0.0010241808,0.1626413,0.00040993537,0.000056381836,0.00006789406,0.000065628694,0.00021672045,0.023576714],"genre_scores_gemma":[0.99176675,0.00023164356,0.0022940992,0.000023796767,0.0000133587355,0.000009401402,0.000013952118,0.000014136332,0.005632883],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987674,0.000017002074,0.0000028205623,0.000022047163,0.00006804332,0.000013283801],"domain_scores_gemma":[0.9999298,0.00003138123,0.00001206323,0.000004126061,0.000016192944,0.0000064566307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015519059,0.00029535167,0.00034985927,0.0003123218,0.00035913047,0.00042243057,0.00025857307,0.0005471199,0.0015210435],"category_scores_gemma":[0.00026948302,0.00022960782,0.00027248694,0.00019818496,0.0003628565,0.00033454638,0.00019324689,0.0002029231,0.00021109873],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004484635,0.00016610425,0.0027111857,0.00014576358,0.000083820974,0.0010006735,0.0002477597,0.3919141,0.5434196,0.016928243,0.00062912697,0.04230517],"study_design_scores_gemma":[0.00001066183,0.00013222534,0.0036444268,0.000008054198,0.00002222699,0.00024974908,0.000049008933,0.97354627,0.020488609,0.00061262015,0.0012219705,0.000014267201],"about_ca_topic_score_codex":0.001765057,"about_ca_topic_score_gemma":0.0013013652,"teacher_disagreement_score":0.001765057,"about_ca_system_score_codex":0.00031794648,"about_ca_system_score_gemma":0.00018015869,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W2111783549","doi":"10.1007/s12206-011-0519-4","title":"An analytical solution for nonlinear dynamics of a viscoelastic beam-heavy mass system","year":2011,"lang":"en","type":"article","venue":"Journal of Mechanical Science and Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Beam (structure); Viscoelasticity; Equations of motion; Mechanics; Vibration; Physics; Classical mechanics; Dissipation; Kelvin–Voigt material; Multiple-scale analysis; Parametric statistics; Dynamics (music); Mathematical analysis; Mathematics; Optics; Acoustics","score_opus":0.012293106707236929,"score_gpt":0.23923291396052726,"score_spread":0.22693980725329033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2111783549","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.100342594,0.0022438173,0.8400874,0.0016176621,0.00043171816,0.00019487957,0.00014893437,0.00022338261,0.05470965],"genre_scores_gemma":[0.86672217,0.0017021889,0.07623042,0.00046754943,0.00025836285,0.0002106692,0.00010867273,0.00013501357,0.054164834],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989474,0.000025157093,0.0000054156617,0.000017521728,0.000042476713,0.000014740064],"domain_scores_gemma":[0.9997862,0.000085242646,0.000029159042,0.000012599938,0.00006354771,0.000023266512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042614224,0.00055309356,0.00062694395,0.0007629258,0.00063486444,0.00080408476,0.0008732549,0.0020324122,0.004476118],"category_scores_gemma":[0.0016428314,0.0003325098,0.00062046695,0.00048220647,0.0011177629,0.0010379336,0.0011824735,0.0008027091,0.00056844257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001039203,0.000092412236,0.0011149186,0.00055824,0.0000655674,0.0011434723,0.00083881064,0.65763116,0.021415237,0.2851061,0.0040081795,0.027922107],"study_design_scores_gemma":[0.000014122752,0.000024534536,0.00030963242,0.000028127457,0.000010291182,0.00011314316,0.0000841728,0.9783951,0.0004479758,0.018749284,0.0018093793,0.000014240524],"about_ca_topic_score_codex":0.0031142046,"about_ca_topic_score_gemma":0.0035290953,"teacher_disagreement_score":0.004476118,"about_ca_system_score_codex":0.00049693964,"about_ca_system_score_gemma":0.0009626288,"threshold_uncertainty_score":0.014974117},"labels":[],"label_agreement":null},{"id":"W2112220998","doi":"10.1023/a:1008381718839","title":"Global Dynamics of a Parametrically and Externally Excited Thin Plate","year":2001,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Bifurcation; Eigenvalues and eigenvectors; Maple; Mathematics; Mathematical analysis; Chaotic; Galerkin method; Excited state; Multiple-scale analysis; Physics; Vibration; Quantum mechanics; Nonlinear system","score_opus":0.0061539575256028085,"score_gpt":0.22307475004893923,"score_spread":0.21692079252333643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2112220998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91193277,0.0001426959,0.057728175,0.00028344145,0.00006800739,0.000029056802,0.000089529094,0.00016696719,0.029559249],"genre_scores_gemma":[0.99089897,0.00006282895,0.0017774293,0.000019211648,0.00001226622,0.000013975052,0.00002887147,0.000027613583,0.0071586734],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999174,0.000014077584,0.000001911234,0.000018146464,0.000032916552,0.00001553433],"domain_scores_gemma":[0.9998752,0.00003146816,0.000026174823,0.000011668488,0.000020563104,0.000034804256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013360805,0.0005116755,0.000491071,0.00038363173,0.00047972737,0.0006548629,0.0006227182,0.00078261906,0.0032116522],"category_scores_gemma":[0.0004606667,0.00028223798,0.00028651734,0.00022587631,0.001780876,0.00067374826,0.0014623412,0.0006141379,0.00029331216],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039639088,0.000112205285,0.0021434166,0.00011680853,0.000069674694,0.0025243508,0.00057435874,0.8142413,0.1233424,0.043915197,0.0005697149,0.01199409],"study_design_scores_gemma":[0.000022216787,0.00017538869,0.0032435402,0.000009153061,0.000016733286,0.00019396195,0.00016666659,0.9866933,0.003954853,0.005070447,0.00042351772,0.00003018971],"about_ca_topic_score_codex":0.0013515328,"about_ca_topic_score_gemma":0.000805525,"teacher_disagreement_score":0.0032116522,"about_ca_system_score_codex":0.00025061626,"about_ca_system_score_gemma":0.00035054216,"threshold_uncertainty_score":0.010744035},"labels":[],"label_agreement":null},{"id":"W2114191893","doi":"10.3970/icces.2011.020.071","title":"Theory, Analysis and Design of Fluid-Shell Structures","year":2011,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Flutter; Shell (structure); Finite element method; Vibration; Aeroelasticity; Isotropy; Mechanics; Boundary value problem; Structural engineering; Fluid–structure interaction; Nonlinear system; Materials science; Engineering; Mechanical engineering; Aerodynamics; Physics; Acoustics; Optics","score_opus":0.009881497936541419,"score_gpt":0.19854019117500604,"score_spread":0.18865869323846463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114191893","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0035919542,0.0013075024,0.986847,0.00012313042,0.000053825308,0.00002898108,0.000040308292,0.00014887347,0.007858396],"genre_scores_gemma":[0.50311786,0.0063019646,0.4547628,0.00017347095,0.00013535311,0.0005020611,0.0003378854,0.00030830488,0.03436031],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99976367,0.00004276064,0.000010983432,0.000031899308,0.00013566176,0.000015089982],"domain_scores_gemma":[0.9998671,0.00004783562,0.000014974657,0.000018508594,0.000041003943,0.000010574338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041279045,0.00052368635,0.00062343886,0.0005982763,0.00033431078,0.0009973975,0.0010083374,0.0009441224,0.0034069226],"category_scores_gemma":[0.0006364805,0.00044513078,0.0006809053,0.0003436181,0.00096178864,0.00070184795,0.00095578516,0.00057153683,0.0009234828],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025355454,0.000018923645,0.00031111436,0.00037451406,0.00003542375,0.0001099469,0.00009947607,0.7610944,0.018430836,0.15515833,0.0012893347,0.06305228],"study_design_scores_gemma":[0.00000951109,0.000026144215,0.00017579074,0.000053360855,0.00000922572,0.00007756906,0.000022064422,0.9417087,0.0026309018,0.03983628,0.015437224,0.000013161453],"about_ca_topic_score_codex":0.001305519,"about_ca_topic_score_gemma":0.00072428613,"teacher_disagreement_score":0.0034069226,"about_ca_system_score_codex":0.0005124537,"about_ca_system_score_gemma":0.0006412214,"threshold_uncertainty_score":0.011397243},"labels":[],"label_agreement":null},{"id":"W2114744312","doi":"10.1016/j.compstruc.2006.08.006","title":"The nonlinear behaviour of a slender flexible cylinder pinned or clamped at both ends and subjected to axial flow","year":2007,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bifurcation; Cylinder; Hopf bifurcation; Quasiperiodic function; Mechanics; Flow (mathematics); Period-doubling bifurcation; Mathematics; Oscillation (cell signaling); Nonlinear system; Classical mechanics; Physics; Geometry; Mathematical analysis","score_opus":0.008601150575819836,"score_gpt":0.23658765664397743,"score_spread":0.2279865060681576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114744312","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9925769,0.000042221494,0.0027587109,0.00007136279,0.000012559239,0.000011656788,0.000050418814,0.000023899298,0.004452261],"genre_scores_gemma":[0.99619234,0.000030039924,0.00033810374,0.000010961996,0.000004415694,0.000005074863,0.000036855843,0.000006866452,0.0033753368],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990726,0.000016041122,0.0000035801525,0.000015460088,0.00003595524,0.00002169894],"domain_scores_gemma":[0.9996345,0.00018934083,0.00005490373,0.000025810008,0.000048877537,0.00004652998],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021919195,0.00021667333,0.00025812967,0.0002817191,0.00045672324,0.00040854758,0.00034198162,0.0006876326,0.0021022083],"category_scores_gemma":[0.00089036,0.0001559828,0.00027480317,0.00016531494,0.0014478037,0.00041958867,0.00045875023,0.00029895236,0.00023212998],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027176107,0.00028883922,0.009644088,0.00030132133,0.00008791701,0.0024391704,0.0011006424,0.59460807,0.36991173,0.005732513,0.0006346381,0.012533473],"study_design_scores_gemma":[0.000033122004,0.0005384763,0.021899384,0.000017454437,0.000023604749,0.00021917302,0.00030130977,0.95775014,0.017841198,0.00092511834,0.00039922656,0.000051683783],"about_ca_topic_score_codex":0.005112929,"about_ca_topic_score_gemma":0.0030199443,"teacher_disagreement_score":0.005112929,"about_ca_system_score_codex":0.000289959,"about_ca_system_score_gemma":0.00027315595,"threshold_uncertainty_score":0.010166287},"labels":[],"label_agreement":null},{"id":"W2114958980","doi":"10.1109/tpwrd.2010.2047277","title":"Numerical Method for the Investigation of Fault Containment and Tank Rupture of Power Transformers","year":2010,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Bushing; Retrofitting; Engineering; Transformer; Sizing; Electrical impedance; Reliability engineering; Computer science; Electronic engineering; Structural engineering; Electrical engineering","score_opus":0.0062372983100013,"score_gpt":0.22332354383085803,"score_spread":0.21708624552085673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114958980","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003141987,0.00021242115,0.9912136,0.00009532515,0.0000859946,0.00008049191,0.00006490612,0.00020441653,0.0049007945],"genre_scores_gemma":[0.2086678,0.00062252773,0.7820064,0.00014029379,0.000088248256,0.00078270206,0.00019191165,0.00024942093,0.007250763],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996451,0.00011017245,0.000019819689,0.00003191549,0.00016952847,0.000023393599],"domain_scores_gemma":[0.9991178,0.00047691312,0.00010970732,0.000091074675,0.00017016857,0.0000342703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00085467455,0.0006594031,0.00073193747,0.0008160438,0.00056900125,0.0006417848,0.0010219251,0.0013495769,0.004832814],"category_scores_gemma":[0.0031685142,0.00038667227,0.00055925234,0.0006899862,0.0008269583,0.00070701545,0.0009528392,0.001287007,0.0010347279],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010051528,0.000107032756,0.0014356945,0.00040250074,0.00006084084,0.00022696466,0.00018187882,0.8264032,0.02133177,0.0786824,0.0025486813,0.06851857],"study_design_scores_gemma":[0.000010486276,0.000013512754,0.000090791524,0.000016771026,0.0000036882043,0.000038627673,0.000012046618,0.9922666,0.00068957976,0.0041032257,0.0027478775,0.000006882762],"about_ca_topic_score_codex":0.0023837064,"about_ca_topic_score_gemma":0.00267354,"teacher_disagreement_score":0.004832814,"about_ca_system_score_codex":0.0004489911,"about_ca_system_score_gemma":0.0011609929,"threshold_uncertainty_score":0.016167343},"labels":[],"label_agreement":null},{"id":"W2115392210","doi":"10.1115/1.1476381","title":"Adaptive Boundary Control of an Axially Moving String System","year":2002,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"National Science Council","keywords":"Control theory (sociology); Boundary (topology); Adaptive control; Axial symmetry; Controller (irrigation); String (physics); Lyapunov function; Displacement (psychology); Convergence (economics); Computer science; Mathematics; Engineering; Physics; Nonlinear system; Mathematical analysis; Control (management); Geometry; Artificial intelligence","score_opus":0.007715723445491334,"score_gpt":0.1899611127176677,"score_spread":0.18224538927217634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115392210","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.124964796,0.00019220014,0.86850125,0.00012673764,0.00012453523,0.000026703476,0.000010771003,0.0004216731,0.0056313258],"genre_scores_gemma":[0.97627914,0.000064298845,0.02144849,0.00003448628,0.000022820792,0.000038656297,0.0000114512595,0.000012064631,0.0020885712],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985087,0.00003662479,0.000008853824,0.000038055514,0.000049894483,0.000015646336],"domain_scores_gemma":[0.999744,0.00008428222,0.000063840416,0.000023143817,0.0000629521,0.000021740814],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002735847,0.00026530743,0.0002924103,0.00016243642,0.00029465667,0.0003855474,0.00056094275,0.00047112568,0.001085284],"category_scores_gemma":[0.0006597642,0.00012976625,0.0001589704,0.000095519244,0.00044512973,0.0003799222,0.0006772798,0.0004210558,0.0001882955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041041695,0.00010346352,0.001349146,0.00022490945,0.00004408911,0.00052110554,0.00049717247,0.5267284,0.26372868,0.0347211,0.0014412439,0.17023027],"study_design_scores_gemma":[0.000025795058,0.00017436416,0.00032243223,0.000008012004,0.0000065227205,0.00004174822,0.000016941418,0.99043405,0.0059272954,0.0017021451,0.0013312374,0.000009511144],"about_ca_topic_score_codex":0.00081307295,"about_ca_topic_score_gemma":0.0004904236,"teacher_disagreement_score":0.001085284,"about_ca_system_score_codex":0.00016547329,"about_ca_system_score_gemma":0.00017596189,"threshold_uncertainty_score":0.0036306381},"labels":[],"label_agreement":null},{"id":"W2116001638","doi":"10.1109/mwsym.1988.22133","title":"Analysis and optimization of E-plane directional couplers","year":2003,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Cascade; Plane (geometry); Component (thermodynamics); Domain (mathematical analysis); Computer science; Complex plane; Topology (electrical circuits); Algorithm; Physics; Mathematics; Engineering; Mathematical analysis; Combinatorics; Geometry","score_opus":0.0036212957326875106,"score_gpt":0.17948204011582294,"score_spread":0.17586074438313543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2116001638","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2527682,0.00034563275,0.69954914,0.00017806816,0.000024224417,0.00009750354,0.000231571,0.00047796176,0.046327632],"genre_scores_gemma":[0.875671,0.00025525858,0.11407953,0.000040083374,0.000007615585,0.00016171804,0.00011066963,0.00012648127,0.009547617],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989784,0.000019826286,0.0000029548473,0.000013355345,0.000051472576,0.000014538667],"domain_scores_gemma":[0.99992394,0.000029159834,0.000014494773,0.000007024491,0.000020799407,0.0000046036203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001963037,0.00037133094,0.0002984079,0.00022939207,0.00018255415,0.00045857576,0.00032137742,0.00050680595,0.0024151327],"category_scores_gemma":[0.00046200032,0.00025034999,0.0003261095,0.0002041424,0.0002518285,0.00030279494,0.00021632221,0.00017517475,0.0004735795],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003139185,0.000018011735,0.00035413762,0.000031887535,0.000011993118,0.000038456525,0.000024684316,0.9721726,0.014984716,0.005121707,0.00018747943,0.0070229373],"study_design_scores_gemma":[0.0000119363285,0.00003518139,0.00018944047,0.0000037918076,0.0000056530753,0.00001608738,0.00001544988,0.9926063,0.0050481292,0.00084279355,0.0012200942,0.0000051314214],"about_ca_topic_score_codex":0.0012637206,"about_ca_topic_score_gemma":0.0012895665,"teacher_disagreement_score":0.0024151327,"about_ca_system_score_codex":0.00035682466,"about_ca_system_score_gemma":0.00037200344,"threshold_uncertainty_score":0.00807941},"labels":[],"label_agreement":null},{"id":"W2116908472","doi":"10.1177/1099636213476510","title":"Vibration analysis and design optimization of sandwich beams with constrained viscoelastic core layer","year":2013,"lang":"en","type":"article","venue":"Journal of Sandwich Structures & Materials","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; Concordia University","funders":"","keywords":"Viscoelasticity; Nonlinear system; Parametric statistics; Finite element method; Materials science; Beam (structure); Boundary value problem; Vibration; Core (optical fiber); Loss factor; Displacement (psychology); Structural engineering; Mathematical analysis; Mathematics; Composite material; Acoustics; Physics; Engineering","score_opus":0.0083726654132307,"score_gpt":0.21280347260642368,"score_spread":0.20443080719319298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2116908472","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33094734,0.00047389988,0.66405106,0.000108656975,0.000017700788,0.00005914787,0.00006462255,0.000099483375,0.0041781953],"genre_scores_gemma":[0.9329881,0.0002372804,0.06509538,0.000017399823,0.000004348716,0.00010356537,0.000037352576,0.000023144552,0.0014934313],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999925,0.000021551,0.000003364633,0.000013738002,0.000022983773,0.0000132999085],"domain_scores_gemma":[0.99983215,0.00009538953,0.000027810333,0.000011768564,0.000022458094,0.000010426261],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039837655,0.00050383457,0.00051744655,0.0002782601,0.00016795179,0.00032945754,0.0003564658,0.00065232767,0.0010672276],"category_scores_gemma":[0.00041731895,0.00032024118,0.0005874705,0.0001761966,0.00026056252,0.0002517591,0.00033894856,0.00026032564,0.00015109596],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048258793,0.00003680506,0.00063530245,0.000108434,0.000023785147,0.00007170892,0.000044906657,0.9449579,0.03883007,0.0017735591,0.000095394076,0.013373847],"study_design_scores_gemma":[0.0000044799053,0.0000695577,0.00022598614,0.0000043832747,0.000005791228,0.000010378491,0.000010712628,0.99709725,0.0021836697,0.0002778219,0.000106959844,0.000003004424],"about_ca_topic_score_codex":0.0009895213,"about_ca_topic_score_gemma":0.0012020527,"teacher_disagreement_score":0.0010672276,"about_ca_system_score_codex":0.00023929321,"about_ca_system_score_gemma":0.00046244747,"threshold_uncertainty_score":0.003570199},"labels":[],"label_agreement":null},{"id":"W2117055112","doi":"10.1109/tmag.2007.916023","title":"Finite-Element Analysis of Unbalanced Magnetic Pull in a Large Hydro-Generator Under Practical Operations","year":2008,"lang":"en","type":"article","venue":"IEEE Transactions on Magnetics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":86,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"National Science Foundation","keywords":"Generator (circuit theory); Finite element method; Rotor (electric); Stator; Electromagnetic coil; Eccentricity (behavior); Vibration; Maxwell stress tensor; Control theory (sociology); Fault (geology); Computer science; Mechanics; Physics; Structural engineering; Cauchy stress tensor; Mechanical engineering; Electrical engineering; Engineering; Power (physics); Acoustics; Classical mechanics; Geology","score_opus":0.015474382278523286,"score_gpt":0.24568254216629262,"score_spread":0.23020815988776933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2117055112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8979595,0.00009926695,0.092514545,0.00016071947,0.000029670859,0.00003488974,0.0001048488,0.00024393495,0.008852733],"genre_scores_gemma":[0.99281317,0.00002946865,0.0058956817,0.000008806759,0.0000031753898,0.000016891434,0.000035381476,0.000017321596,0.0011801206],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992216,0.000021281629,0.0000035155283,0.000009211585,0.000033190165,0.000010718673],"domain_scores_gemma":[0.9997905,0.00011264102,0.00002604249,0.00001913914,0.000036337133,0.000015324767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002372375,0.00028784224,0.00032430567,0.0003120411,0.00027419103,0.00028301374,0.0003189636,0.0005363963,0.0012417039],"category_scores_gemma":[0.0006385299,0.00019764752,0.00023696465,0.00020998316,0.00046940963,0.00029472436,0.00023034195,0.00018675833,0.00016747875],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012511577,0.000038685463,0.0030371952,0.000055485754,0.00001545042,0.00036152249,0.00013185805,0.9597765,0.025776438,0.0016169357,0.00032419758,0.008740539],"study_design_scores_gemma":[0.0000047684116,0.000027082917,0.00083236845,0.0000028769505,0.0000030756455,0.000020786352,0.000031880387,0.9973941,0.0013280425,0.00015559494,0.00019629824,0.0000031558334],"about_ca_topic_score_codex":0.002854017,"about_ca_topic_score_gemma":0.0025978016,"teacher_disagreement_score":0.002854017,"about_ca_system_score_codex":0.00024582774,"about_ca_system_score_gemma":0.00030676555,"threshold_uncertainty_score":0.0056747794},"labels":[],"label_agreement":null},{"id":"W2120287043","doi":"10.1109/tuffc.2010.1598","title":"Modeling of piezoelectric devices with the finite volume method","year":2010,"lang":"en","type":"article","venue":"IEEE Transactions on Ultrasonics Ferroelectrics and Frequency Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Finite element method; Partial differential equation; Finite volume method; Discretization; Piezoelectricity; Differential equation; Computer science; Mathematical analysis; Mathematics; Mechanics; Physics; Engineering; Acoustics; Structural engineering","score_opus":0.005581594227656168,"score_gpt":0.20218083295066996,"score_spread":0.1965992387230138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120287043","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0088305315,0.00051823974,0.9842068,0.00012432144,0.000054285396,0.00003751514,0.000060449405,0.00028947557,0.0058784406],"genre_scores_gemma":[0.63397604,0.0020506773,0.34415492,0.00012848037,0.000100429446,0.00044195363,0.00022400111,0.0001432052,0.018780222],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976546,0.000045616885,0.0000097606235,0.000027748609,0.00013425473,0.000017225115],"domain_scores_gemma":[0.99986804,0.000071777446,0.00001491555,0.00001478207,0.000022474242,0.000007959452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003026746,0.000358471,0.00054539775,0.00035387505,0.00027640787,0.0007145236,0.0012948107,0.0010825715,0.0017503542],"category_scores_gemma":[0.00060221343,0.0003051103,0.00050886226,0.00031728577,0.00044941975,0.0006728163,0.00048611523,0.00051808637,0.0004628129],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018447905,0.000024369196,0.00021775816,0.00009413453,0.000020073405,0.00017185838,0.000083013714,0.9080457,0.024105277,0.042550616,0.00073766755,0.023931082],"study_design_scores_gemma":[0.000003566795,0.000013119035,0.000052799423,0.000006251717,0.0000025324055,0.00005796344,0.0000059462604,0.99193245,0.0014165695,0.0037416234,0.0027609926,0.000006334236],"about_ca_topic_score_codex":0.0013469035,"about_ca_topic_score_gemma":0.00074806967,"teacher_disagreement_score":0.0017503542,"about_ca_system_score_codex":0.00030366456,"about_ca_system_score_gemma":0.00056890736,"threshold_uncertainty_score":0.0058555007},"labels":[],"label_agreement":null},{"id":"W2122244207","doi":"10.1115/pvp2007-26037","title":"Investigation of Numerical Methods for Modal Analysis of a Tube Bundle With Fluid-Structure Interaction","year":2007,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bundle; Piping; Homogenization (climate); Finite element method; Modal analysis; Fluid–structure interaction; Modal; Structural engineering; Heat exchanger; Mechanical engineering; Computer science; Engineering; Mechanics; Materials science; Physics; Composite material","score_opus":0.012931344050976122,"score_gpt":0.29456225305806505,"score_spread":0.2816309090070889,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2122244207","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0046725506,0.0001486748,0.9929991,0.00003762527,0.000018367895,0.000043370153,0.000008382332,0.00011854438,0.0019533692],"genre_scores_gemma":[0.13623099,0.0005090616,0.8593236,0.000036086913,0.000039590806,0.00029623468,0.00004786291,0.00016509043,0.0033514611],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993641,0.00020869052,0.000026274658,0.000046979578,0.0003328447,0.000021134421],"domain_scores_gemma":[0.9980531,0.0012817911,0.00011802069,0.00013276676,0.0003796176,0.00003476171],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013486602,0.0005819272,0.00044884926,0.00078588794,0.00043078806,0.0005334152,0.0008590131,0.00087372144,0.0030940012],"category_scores_gemma":[0.0035900478,0.00025792452,0.00059341936,0.00042794237,0.0007844458,0.0006762629,0.00078939076,0.0007571562,0.0006644774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014833786,0.00020513756,0.0018902674,0.0007122798,0.00008882258,0.00018273835,0.00070440996,0.5095037,0.06762749,0.12608373,0.0014890559,0.291364],"study_design_scores_gemma":[0.000010356569,0.00002968635,0.00010743869,0.00001694503,0.000005685094,0.000054418208,0.000020290488,0.9915678,0.0028723925,0.0031738302,0.0021348007,0.000006334456],"about_ca_topic_score_codex":0.001031142,"about_ca_topic_score_gemma":0.0012457093,"teacher_disagreement_score":0.0030940012,"about_ca_system_score_codex":0.00035257605,"about_ca_system_score_gemma":0.0005166336,"threshold_uncertainty_score":0.010350406},"labels":[],"label_agreement":null},{"id":"W2124727755","doi":"10.1098/rsta.2007.2131","title":"Experiments on vertical slender flexible cylinders clamped at both ends and subjected to axial flow","year":2007,"lang":"en","type":"article","venue":"Philosophical Transactions of the Royal Society A Mathematical Physical and Engineering Sciences","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Cylinder; Buckling; Series (stratigraphy); Mechanics; Flutter; Axial symmetry; Flow (mathematics); Amplitude; Instability; Nonlinear system; Physics; Mathematics; Geometry; Aerodynamics; Optics; Geology; Thermodynamics","score_opus":0.018685351193304896,"score_gpt":0.24649525554868656,"score_spread":0.22780990435538168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2124727755","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99842167,0.000087517124,0.0011969962,0.000017693006,0.000022284508,0.000025510068,0.000049683244,0.00002229369,0.00015640022],"genre_scores_gemma":[0.99704045,0.00014247198,0.001993472,0.000018531051,0.000011260249,0.000052401418,0.00010616718,0.000011416823,0.00062372634],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956506,0.00002974703,0.000044367305,0.00009753806,0.0001251986,0.00013810882],"domain_scores_gemma":[0.9986204,0.0004974299,0.00023340632,0.00019498557,0.00023345307,0.0002202945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057818345,0.0006482855,0.0009596728,0.0003711437,0.0006653319,0.00031868578,0.00078026595,0.00082601956,0.002033398],"category_scores_gemma":[0.0015086009,0.0003446519,0.00044457102,0.00030924127,0.0009031275,0.0004887322,0.0009923531,0.0008072527,0.00022976595],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008129771,0.00011238964,0.00039035143,0.000105752515,0.000012764079,0.00009221471,0.00012458873,0.0018453113,0.9947871,0.00008432154,0.000026983393,0.001605233],"study_design_scores_gemma":[0.0001538398,0.0049244324,0.006923967,0.000027678663,0.000036067366,0.00009007735,0.00012823922,0.012732441,0.97433937,0.00013833736,0.0004478384,0.00005765869],"about_ca_topic_score_codex":0.001347325,"about_ca_topic_score_gemma":0.0013710877,"teacher_disagreement_score":0.002033398,"about_ca_system_score_codex":0.0003268749,"about_ca_system_score_gemma":0.00032808748,"threshold_uncertainty_score":0.0068024397},"labels":[],"label_agreement":null},{"id":"W2126090176","doi":"10.1109/nafips.2002.1018123","title":"Fuzzy multiple stand tension control of a roughing rolling mill","year":2003,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Decoupling (probability); Rolling mill; Engineering; Tension (geology); Mill; Fuzzy control system; Fuzzy logic; Process (computing); Automotive engineering; Process control; Mechanical engineering; Computer science; Control engineering; Metallurgy; Materials science; Artificial intelligence","score_opus":0.006431120818909216,"score_gpt":0.18672868680629756,"score_spread":0.18029756598738836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126090176","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.545822,0.00021523434,0.448133,0.00013925906,0.00009643094,0.000036494817,0.000018266013,0.00038116233,0.0051581273],"genre_scores_gemma":[0.9909198,0.000025069285,0.008021399,0.000008706303,0.0000069990742,0.000008063709,0.0000058185724,0.0000031237562,0.0010010549],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987817,0.000016292202,0.0000061725036,0.000033989818,0.00005133739,0.000014017806],"domain_scores_gemma":[0.99987197,0.00003566074,0.000027305767,0.000011592572,0.000034045894,0.000019412293],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020815304,0.00023110045,0.00027788573,0.0001327744,0.0002656737,0.00036143736,0.00031822914,0.00032084045,0.0009928675],"category_scores_gemma":[0.0002948764,0.00012449763,0.00017742408,0.000065808454,0.00024102196,0.00028903218,0.00024208716,0.00038589546,0.00012948566],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008195088,0.00017149372,0.00095269346,0.0001786998,0.000056981342,0.00053579273,0.00032851472,0.18747734,0.655877,0.008951392,0.0006867074,0.14396396],"study_design_scores_gemma":[0.0000765525,0.00057677965,0.0010085218,0.0000067163837,0.000023667006,0.00009306826,0.000035853813,0.9614023,0.034398247,0.0011976836,0.0011646787,0.000016002385],"about_ca_topic_score_codex":0.0007853747,"about_ca_topic_score_gemma":0.001227633,"teacher_disagreement_score":0.0009928675,"about_ca_system_score_codex":0.00017076675,"about_ca_system_score_gemma":0.00016521724,"threshold_uncertainty_score":0.0033214688},"labels":[],"label_agreement":null},{"id":"W2129611334","doi":"10.1109/tpwrd.2004.832387","title":"Seismic Behavior of Flexible Conductors Connecting Substation Equipment—Part II: Shake Table Tests","year":2004,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"BC Hydro (Canada); Powertech Labs (Canada); University of British Columbia","funders":"BC Hydro","keywords":"Earthquake shaking table; Electrical conductor; Electrical equipment; Shake; Engineering; Interconnection; Table (database); Structural engineering; Computer science; Electrical engineering; Mechanical engineering; Telecommunications","score_opus":0.016786065112559662,"score_gpt":0.23265933360443955,"score_spread":0.21587326849187988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129611334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989943,0.000015703326,0.00072301767,0.0000046435234,0.0000017280256,0.0000054094794,0.000038371927,0.000012937435,0.00020393399],"genre_scores_gemma":[0.9995227,0.000012965033,0.00020409867,0.0000036440151,8.215208e-7,0.0000027919896,0.00006589363,0.0000033397964,0.00018378509],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967337,0.000056240573,0.000024622112,0.000048567,0.00013532068,0.00006177808],"domain_scores_gemma":[0.999193,0.00024329305,0.00013047998,0.00012864808,0.00020036536,0.000104313425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025561595,0.00034901444,0.00034683142,0.00068719825,0.00031057646,0.00028231036,0.0004134093,0.00042330148,0.0012561651],"category_scores_gemma":[0.0010390719,0.0001700489,0.00025161824,0.0005002865,0.0005400659,0.00042473737,0.00041640858,0.00024498612,0.00020633255],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016591898,0.0002173031,0.04040686,0.00013069315,0.00006768959,0.0017815165,0.0012104231,0.028551493,0.90487945,0.0001611681,0.0002765368,0.020657698],"study_design_scores_gemma":[0.00010763684,0.0071409736,0.31634697,0.00004020381,0.000093881885,0.0016839595,0.0025055795,0.061942957,0.6079859,0.00020898318,0.0018657731,0.000077160505],"about_ca_topic_score_codex":0.0016665102,"about_ca_topic_score_gemma":0.0033101204,"teacher_disagreement_score":0.0016665102,"about_ca_system_score_codex":0.0002414148,"about_ca_system_score_gemma":0.00010870539,"threshold_uncertainty_score":0.0042023063},"labels":[],"label_agreement":null},{"id":"W2130587317","doi":"10.1109/acc.2001.946082","title":"On CD coat weight control","year":2001,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Honeywell (Canada); University of British Columbia","funders":"","keywords":"Control theory (sociology); Decoupling (probability); Process control; Adaptive control; Weight control; Pressure control; Coat; Engineering; Mathematics; Process (computing); Computer science; Materials science; Control (management); Control engineering; Mechanical engineering; Composite material; Artificial intelligence","score_opus":0.00354947709025179,"score_gpt":0.18083932358253835,"score_spread":0.17728984649228655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2130587317","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032645628,0.009474665,0.8697955,0.0017940771,0.0010754073,0.00004081102,0.0000909897,0.0005816167,0.08450125],"genre_scores_gemma":[0.9048464,0.0072470517,0.035531033,0.00065545214,0.0008881674,0.000051927058,0.00011478058,0.00009218167,0.050573036],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963284,0.000035583358,0.000012744233,0.000108284155,0.00016353943,0.00004708934],"domain_scores_gemma":[0.9996897,0.000093846415,0.000033440472,0.00004572462,0.000118006625,0.000019242],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003235355,0.0004883268,0.00035082185,0.0003179265,0.00031483153,0.0012715451,0.0006667913,0.0006126004,0.0047709774],"category_scores_gemma":[0.0010038175,0.00015532694,0.00017712895,0.00041413703,0.0008682726,0.0010054198,0.00075074245,0.00096077705,0.0007672298],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052303984,0.00014575096,0.00084709626,0.0004167916,0.000042599102,0.00028999144,0.00020189487,0.17916735,0.037042957,0.228061,0.015214181,0.5380474],"study_design_scores_gemma":[0.000048309248,0.00035649334,0.001098347,0.00008001148,0.0000349697,0.00019857081,0.000086519394,0.8362964,0.015711695,0.083441675,0.06260438,0.000042611584],"about_ca_topic_score_codex":0.0022631353,"about_ca_topic_score_gemma":0.0013304777,"teacher_disagreement_score":0.0047709774,"about_ca_system_score_codex":0.00046562986,"about_ca_system_score_gemma":0.0003097358,"threshold_uncertainty_score":0.015960455},"labels":[],"label_agreement":null},{"id":"W2131292334","doi":"10.1115/detc2010-28259","title":"Forced Vibrations of Circular Plates: From Periodic to Chaotic Motions","year":2010,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Chaotic; Vibration; Physics; Attractor; Excitation; Resonance (particle physics); Amplitude; Pointwise; Harmonic; Classical mechanics; Mathematical analysis; Mathematics; Optics; Acoustics; Quantum mechanics","score_opus":0.010786939871621201,"score_gpt":0.2160011983842598,"score_spread":0.20521425851263858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2131292334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9752647,0.00014785962,0.020090353,0.00012063289,0.000025858355,0.000020120193,0.00004004837,0.000055321118,0.0042351545],"genre_scores_gemma":[0.9976928,0.00003097022,0.0017906863,0.000007262242,0.0000028245117,0.000007715797,0.000012982906,0.0000051189363,0.0004496597],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999634,0.000008666939,0.0000017517275,0.0000065688814,0.0000094586485,0.000010214196],"domain_scores_gemma":[0.9998355,0.000071971765,0.000034030338,0.000015945774,0.000016355456,0.000026089823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010823467,0.0001685534,0.00017941196,0.00019263556,0.00030931795,0.000485092,0.00026997883,0.00043365548,0.0011009313],"category_scores_gemma":[0.00074660074,0.00014625979,0.00023490997,0.0001292927,0.000704412,0.0003456924,0.00036721496,0.00023371808,0.00005754861],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021557868,0.000060977774,0.005059736,0.000105013365,0.0000455654,0.0007982047,0.0002072842,0.9391093,0.025844986,0.023631312,0.00043112756,0.0044908673],"study_design_scores_gemma":[0.000011606662,0.000038113147,0.0010751622,0.00000465902,0.000004610106,0.00004369315,0.000025342242,0.99591947,0.0010352007,0.0016882838,0.00014762832,0.0000062560007],"about_ca_topic_score_codex":0.0027245227,"about_ca_topic_score_gemma":0.0015193686,"teacher_disagreement_score":0.0027245227,"about_ca_system_score_codex":0.000283711,"about_ca_system_score_gemma":0.0002907443,"threshold_uncertainty_score":0.005417347},"labels":[],"label_agreement":null},{"id":"W2131414626","doi":"10.5370/jeet.2011.6.1.059","title":"Backstepping Control for Multi-Machine Web Winding System","year":2011,"lang":"en","type":"article","venue":"Journal of Electrical Engineering and Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Trois-Rivières","funders":"","keywords":"Backstepping; Overshoot (microwave communication); Control theory (sociology); MATLAB; Traction (geology); Control engineering; Process (computing); Engineering; Control (management); Computer science; Adaptive control; Mechanical engineering","score_opus":0.007802113816065087,"score_gpt":0.19172711054681357,"score_spread":0.1839249967307485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2131414626","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07881039,0.00023807176,0.91491485,0.000087057335,0.00007368342,0.00006818522,0.00002863185,0.00054661004,0.0052325292],"genre_scores_gemma":[0.97747964,0.00008768856,0.019914098,0.000023790064,0.00000917201,0.000073831245,0.00002188018,0.00001062696,0.0023792493],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997818,0.000049547132,0.000013409231,0.00004611167,0.000085781154,0.000023338567],"domain_scores_gemma":[0.99976856,0.00009478037,0.000039819803,0.000022086317,0.000060331506,0.000014503386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003469801,0.00046047813,0.0004174978,0.00022485243,0.0002826319,0.00049664604,0.00057982083,0.0005590453,0.001856679],"category_scores_gemma":[0.0006186253,0.00014616219,0.00029427963,0.00015767124,0.0004477798,0.00029034904,0.00041419172,0.0004098772,0.00019885578],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017265709,0.00008977052,0.00050827774,0.00020007782,0.000035661178,0.0003172621,0.00015916477,0.9250532,0.027526673,0.0062286924,0.00040522794,0.039303385],"study_design_scores_gemma":[0.000014501828,0.000096525975,0.00010784735,0.000003708453,0.0000035838036,0.00001622663,0.0000043385207,0.9975393,0.001515311,0.00037850777,0.00031642432,0.000003728795],"about_ca_topic_score_codex":0.0030865006,"about_ca_topic_score_gemma":0.0018751179,"teacher_disagreement_score":0.0030865006,"about_ca_system_score_codex":0.000301792,"about_ca_system_score_gemma":0.00031176637,"threshold_uncertainty_score":0.006211221},"labels":[],"label_agreement":null},{"id":"W2134193095","doi":"10.1016/j.jsv.2015.09.052","title":"Impact of cross-tie design on the in-plane stiffness and local mode formation of cable networks on cable-stayed bridges","year":2015,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Stiffness; Structural engineering; Modal; Engineering; Vibration; Parametric statistics; Modal analysis; Mode (computer interface); Computer science; Acoustics; Finite element method; Physics; Mathematics","score_opus":0.02618970274566831,"score_gpt":0.27286728696805523,"score_spread":0.24667758422238692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134193095","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9869884,0.00004557135,0.010595333,0.000023262299,0.000010459562,0.0000043983914,0.000016884154,0.00002496423,0.0022906314],"genre_scores_gemma":[0.99940944,0.000010143554,0.00028634796,0.0000020909386,0.000001157915,0.0000015217618,0.0000059984,0.0000042279908,0.0002790718],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971884,0.00009448677,0.000012058604,0.00005069972,0.000051905045,0.00007193545],"domain_scores_gemma":[0.9981704,0.00094222056,0.00027502337,0.00011730335,0.00036770126,0.00012740251],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060559035,0.00032149418,0.00023102376,0.000317725,0.00037720954,0.00058325875,0.00033020624,0.00059377635,0.002801765],"category_scores_gemma":[0.0035524957,0.00022541569,0.00015312871,0.00016127939,0.00035879272,0.0006124285,0.00043581228,0.00029064622,0.0003217692],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021555296,0.00051043986,0.040236305,0.00017312373,0.00008287521,0.0008875641,0.0004300022,0.6283566,0.27893838,0.0025527766,0.00048361966,0.045192808],"study_design_scores_gemma":[0.00010419274,0.0025644898,0.058334228,0.000044918383,0.00016552018,0.000491036,0.0010873376,0.8134221,0.121683456,0.0011957,0.00086127897,0.000045747132],"about_ca_topic_score_codex":0.0007003102,"about_ca_topic_score_gemma":0.0016270253,"teacher_disagreement_score":0.002801765,"about_ca_system_score_codex":0.00034419628,"about_ca_system_score_gemma":0.00022941198,"threshold_uncertainty_score":0.00937289},"labels":[],"label_agreement":null},{"id":"W2135321417","doi":"10.1177/1077546313497245","title":"Analytical study on in-plane free vibration of a cable network with straight alignment rigid cross-ties","year":2013,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Modal; Vibration; Structural engineering; Bridge (graph theory); Modal analysis; Finite element method; Engineering; Plane (geometry); Field (mathematics); Computer science; Acoustics; Physics; Mathematics; Geometry; Materials science","score_opus":0.004833615050723124,"score_gpt":0.21160635170957381,"score_spread":0.20677273665885068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135321417","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2747747,0.0010852092,0.6925996,0.00039069445,0.00005418253,0.00007108642,0.00010293605,0.00012770905,0.030793784],"genre_scores_gemma":[0.9819665,0.0008290803,0.011476436,0.000035711626,0.000025625846,0.00004025449,0.000033224005,0.000022150562,0.005571012],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999106,0.00002763374,0.000002163975,0.000020371586,0.000023756613,0.000015583712],"domain_scores_gemma":[0.999778,0.000111852176,0.000052770978,0.000012872751,0.000032318665,0.000012192116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024444013,0.0004615566,0.00027406038,0.00039542833,0.00026040955,0.00038221155,0.00042429063,0.0005490679,0.0021769044],"category_scores_gemma":[0.00088651926,0.00018729868,0.0003305001,0.00029092317,0.0008591421,0.000727166,0.00033019806,0.0004124333,0.00025322736],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005907275,0.00005631275,0.0013499802,0.00019667907,0.000029490455,0.0004533995,0.00041205774,0.88096005,0.038917147,0.06328025,0.00090099627,0.01338453],"study_design_scores_gemma":[0.0000025373333,0.000029746945,0.00040112063,0.000009887419,0.000004447807,0.00007222082,0.000071317234,0.99481577,0.00082243496,0.0033540414,0.0004108088,0.000005601788],"about_ca_topic_score_codex":0.0011267349,"about_ca_topic_score_gemma":0.0011477546,"teacher_disagreement_score":0.0021769044,"about_ca_system_score_codex":0.00033861768,"about_ca_system_score_gemma":0.00022924974,"threshold_uncertainty_score":0.0072824955},"labels":[],"label_agreement":null},{"id":"W2135383445","doi":"10.1109/icmens.2005.53","title":"Flow-induced Vibration and Instability of Carbon Nanotubes","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Instability; Carbon nanotube; Fluid dynamics; Materials science; Vibration; Flow velocity; Viscosity; Tube (container); Mechanics; Flow (mathematics); Nanotechnology; Composite material; Physics; Acoustics","score_opus":0.0056979501666172055,"score_gpt":0.1869052185455721,"score_spread":0.1812072683789549,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135383445","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9875201,0.00052836287,0.009663613,0.00008287495,0.00003668527,0.000008741589,0.000020430425,0.000038940925,0.0021003168],"genre_scores_gemma":[0.9990675,0.00008148451,0.00041234508,0.000009516476,0.000012093044,0.000004166216,0.000012665355,0.0000057532993,0.00039441552],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987054,0.000024457164,0.0000041407166,0.000017486282,0.000061386694,0.00002193581],"domain_scores_gemma":[0.99975103,0.00012834044,0.000046003515,0.000009784621,0.00003975843,0.000025082669],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012617728,0.00021384025,0.00016582139,0.00040531097,0.0002550074,0.0002001911,0.00014556857,0.0002468134,0.0010862843],"category_scores_gemma":[0.0006462904,0.00009793004,0.00012738803,0.00010888103,0.0004464345,0.0002846783,0.00022159613,0.00018644251,0.000108987704],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035683057,0.00004840321,0.00149314,0.00009479238,0.000015892165,0.00037397485,0.00020676698,0.009769278,0.9731949,0.0026295283,0.00019147145,0.0116249835],"study_design_scores_gemma":[0.00009574658,0.00074887107,0.03322723,0.000045274825,0.000043859316,0.0008648193,0.00024582757,0.30916455,0.6459784,0.007263158,0.002218288,0.00010403288],"about_ca_topic_score_codex":0.00025296406,"about_ca_topic_score_gemma":0.00017144528,"teacher_disagreement_score":0.0010862843,"about_ca_system_score_codex":0.00015969935,"about_ca_system_score_gemma":0.00008453845,"threshold_uncertainty_score":0.0036340356},"labels":[],"label_agreement":null},{"id":"W2136203236","doi":"10.1109/20.877728","title":"Exact treatment of curved boundaries in large finite elements by re-parameterization","year":2000,"lang":"en","type":"article","venue":"IEEE Transactions on Magnetics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Curvilinear coordinates; Finite element method; Transmission line; Computer science; Line (geometry); Mathematical analysis; Electric power transmission; Geometry; Algorithm; Applied mathematics; Topology (electrical circuits); Physics; Mathematics; Telecommunications","score_opus":0.008985177719769517,"score_gpt":0.22301508217844046,"score_spread":0.21402990445867096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2136203236","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0055439426,0.00004497105,0.99251175,0.00005018769,0.000022574273,0.00001770289,0.000010545304,0.00023572518,0.0015625936],"genre_scores_gemma":[0.2804879,0.0002327563,0.7109521,0.00012574931,0.000028553588,0.00022083858,0.00008492596,0.0007531346,0.0071139997],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99967825,0.000107801076,0.000017248647,0.000034527988,0.00013419068,0.000027965563],"domain_scores_gemma":[0.99926275,0.00031253367,0.00005578211,0.0002595744,0.00009026259,0.000019109637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077172153,0.0007173014,0.00056056114,0.00047625887,0.0003696936,0.0006820594,0.0011651814,0.0011492841,0.003092212],"category_scores_gemma":[0.0027047072,0.0004793429,0.0004186987,0.00043952648,0.0011188718,0.0015501664,0.0012398125,0.0014346009,0.0009455303],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000694072,0.000048756727,0.0003729923,0.00013252579,0.000018813837,0.00018481248,0.00042925603,0.76967,0.032024883,0.1318721,0.001466436,0.06371004],"study_design_scores_gemma":[0.000009762476,0.000018383911,0.00005255716,0.000013305651,0.0000032188655,0.000050680468,0.000031967247,0.96955216,0.00595941,0.019114148,0.005182254,0.000012067713],"about_ca_topic_score_codex":0.0009266832,"about_ca_topic_score_gemma":0.0011857158,"teacher_disagreement_score":0.003092212,"about_ca_system_score_codex":0.00037208994,"about_ca_system_score_gemma":0.00057681923,"threshold_uncertainty_score":0.010344446},"labels":[],"label_agreement":null},{"id":"W2138306196","doi":"10.1177/0731684406056436","title":"A New Thermodynamical Approach for the Simulation of Thermoforming Process using the Quasi-static Finite Element Method","year":2006,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermoforming; Finite element method; Viscoelasticity; Materials science; Thermoplastic; Deformation (meteorology); Mechanics; Constitutive equation; Stiffness; Composite material; Structural engineering; Engineering; Physics","score_opus":0.012328471904938835,"score_gpt":0.2593385662612806,"score_spread":0.24701009435634178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2138306196","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0042706095,0.00009721957,0.9928676,0.000058252277,0.00006151775,0.000056977795,0.000054120646,0.00023291534,0.0023008196],"genre_scores_gemma":[0.14075941,0.00052635244,0.8520961,0.00009469985,0.000059464044,0.00064566056,0.0001617401,0.0001995613,0.005457097],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975234,0.000069898524,0.00001561129,0.0000253217,0.000118480995,0.000018374258],"domain_scores_gemma":[0.9997713,0.000096871016,0.000020360803,0.000039937277,0.000055890716,0.000015640018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055989873,0.00053570315,0.0008638189,0.0004896928,0.0005761377,0.0007806211,0.0015837001,0.0013671721,0.003375605],"category_scores_gemma":[0.0007180113,0.0005067291,0.00086642464,0.00041032344,0.00075927,0.0008557392,0.00069141004,0.001014442,0.0008464403],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036951966,0.00010221758,0.00057496154,0.00023382132,0.000047328005,0.00022692175,0.0001746236,0.8677329,0.026173502,0.071355514,0.000877916,0.032463357],"study_design_scores_gemma":[0.0000075148096,0.000016541058,0.00005772934,0.000007694734,0.0000051339734,0.000034898465,0.000006768022,0.9930952,0.0010701886,0.0024498308,0.0032414433,0.0000069378643],"about_ca_topic_score_codex":0.0020602646,"about_ca_topic_score_gemma":0.002223426,"teacher_disagreement_score":0.003375605,"about_ca_system_score_codex":0.00044025716,"about_ca_system_score_gemma":0.000875165,"threshold_uncertainty_score":0.011292577},"labels":[],"label_agreement":null},{"id":"W2140128645","doi":"10.1109/tpwrd.2004.832391","title":"Seismic Behavior of Flexible Conductors Connecting Substation Equipment—Part I: Static and Dynamic Properties of Individual Components","year":2004,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; BC Hydro (Canada); Powertech Labs (Canada)","funders":"","keywords":"Electrical conductor; Engineering; Electrical equipment; Plan (archaeology); Natural frequency; Electrical engineering; Vibration; Geology","score_opus":0.025276572353597097,"score_gpt":0.22701979334949368,"score_spread":0.2017432209958966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2140128645","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99801433,0.000019816776,0.0015273547,0.0000056973886,0.0000014182192,0.0000035351538,0.00003086277,0.00001555309,0.00038140104],"genre_scores_gemma":[0.99968946,0.00000851367,0.00015015058,0.0000010266172,5.453799e-7,0.0000012513789,0.000031712952,0.0000025856943,0.00011473086],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998641,0.000024016696,0.000008801878,0.000025605803,0.00005534985,0.000022119668],"domain_scores_gemma":[0.99948955,0.00015473942,0.00011211228,0.00008400242,0.00011275477,0.000046900102],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018604792,0.00027123658,0.00018564744,0.0004444331,0.00019088923,0.00026638288,0.00025340536,0.00024413923,0.0010478117],"category_scores_gemma":[0.00071438635,0.0001460197,0.00013604412,0.0003045413,0.0005898311,0.00035550148,0.00026313317,0.00017474133,0.00023409005],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00095609715,0.00014755409,0.08176849,0.00012941676,0.00005607892,0.0011523037,0.0009296337,0.053272214,0.8178344,0.00056131836,0.00040272775,0.042789735],"study_design_scores_gemma":[0.00005969687,0.0022229971,0.47656003,0.00003919286,0.000075763244,0.0016346752,0.0014851057,0.17114827,0.34408218,0.0009092249,0.001722848,0.00006015596],"about_ca_topic_score_codex":0.00077203225,"about_ca_topic_score_gemma":0.000789448,"teacher_disagreement_score":0.0010478117,"about_ca_system_score_codex":0.00016393735,"about_ca_system_score_gemma":0.00006973711,"threshold_uncertainty_score":0.0035052896},"labels":[],"label_agreement":null},{"id":"W2141784503","doi":"10.1007/s10443-009-9109-3","title":"A Quasi-Exact Dynamic Finite Element for Free Vibration Analysis of Sandwich Beams","year":2010,"lang":"en","type":"article","venue":"Applied Composite Materials","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Vibration; Beam (structure); Timoshenko beam theory; Core (optical fiber); Structural engineering; Materials science; Displacement (psychology); Convergence (economics); Stiffness; Physics; Composite material; Acoustics; Engineering","score_opus":0.004558217023400678,"score_gpt":0.21607260097098516,"score_spread":0.21151438394758448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141784503","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014938051,0.0001022011,0.98039186,0.000079080026,0.000058273487,0.00005196666,0.00006787285,0.00021656224,0.0040941443],"genre_scores_gemma":[0.29975986,0.00031123788,0.68509454,0.0001951829,0.00005936761,0.0004050224,0.00020737303,0.000287858,0.0136795845],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982077,0.00004350345,0.000007997164,0.000016998998,0.00009732734,0.000013390661],"domain_scores_gemma":[0.99979895,0.000077268116,0.0000103584525,0.000041939293,0.000053803426,0.000017769496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047936922,0.0003701672,0.0006164238,0.0004349689,0.00047618803,0.00052235776,0.0014958796,0.001294667,0.0046624467],"category_scores_gemma":[0.0008142153,0.0005022651,0.0005374856,0.00026590025,0.0005725684,0.0008224498,0.0010752641,0.00065925356,0.0011790976],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012671962,0.00020563409,0.000653629,0.00025593844,0.000053200893,0.00020254566,0.000172782,0.8229849,0.050114844,0.04848194,0.0015987171,0.0751492],"study_design_scores_gemma":[0.000008780908,0.000020973916,0.00007181488,0.000006205166,0.000003096835,0.000022875987,0.0000096725025,0.99599046,0.0009244146,0.0018366813,0.0011004406,0.000004548672],"about_ca_topic_score_codex":0.0016166469,"about_ca_topic_score_gemma":0.0028119055,"teacher_disagreement_score":0.0046624467,"about_ca_system_score_codex":0.00025531027,"about_ca_system_score_gemma":0.0005931338,"threshold_uncertainty_score":0.015597463},"labels":[],"label_agreement":null},{"id":"W2142477340","doi":"10.1109/icarcv.2008.4795575","title":"Dynamics analysis of a redundant parallel manipulator driven by elastic cables","year":2008,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Nonlinear system; Parallel manipulator; Elasticity (physics); Kinematics; Computer science; Control theory (sociology); Nonlinear elasticity; Robot; Structural engineering; Engineering; Physics; Classical mechanics","score_opus":0.007881390851076787,"score_gpt":0.1972637178630656,"score_spread":0.18938232701198882,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2142477340","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3470175,0.00038389533,0.62859905,0.00026691274,0.000045879806,0.000048122038,0.00008354389,0.00021243072,0.02334266],"genre_scores_gemma":[0.9762898,0.00033470732,0.013684159,0.000033784745,0.00001839981,0.00005435933,0.00005109626,0.000014347168,0.009519347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999411,0.0000102272825,0.0000018452725,0.000013234633,0.000026039732,0.000007632215],"domain_scores_gemma":[0.9999347,0.000012400911,0.0000268474,0.000006249554,0.000014192681,0.000005669873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001176612,0.0003095864,0.00023957467,0.00027892942,0.0002661285,0.0002181318,0.00028099483,0.00037935743,0.0018135459],"category_scores_gemma":[0.00018880358,0.0001697076,0.00029210516,0.00014584589,0.0003689254,0.00034625625,0.0003642817,0.00021995924,0.00025680583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000100019824,0.000028351873,0.0013045387,0.00009604605,0.00004307062,0.0010786782,0.00020208396,0.8987003,0.053604685,0.025863707,0.0005084517,0.0184701],"study_design_scores_gemma":[0.0000119592905,0.0001087216,0.0007160829,0.000006708842,0.0000073882898,0.00015416865,0.000040637453,0.9936957,0.001676054,0.0024639813,0.0011071465,0.000011379955],"about_ca_topic_score_codex":0.0015804146,"about_ca_topic_score_gemma":0.00077067164,"teacher_disagreement_score":0.0018135459,"about_ca_system_score_codex":0.0001999349,"about_ca_system_score_gemma":0.00031217086,"threshold_uncertainty_score":0.006066978},"labels":[],"label_agreement":null},{"id":"W2143569275","doi":"10.1142/s021945541450062x","title":"Free Vibration of Spherical Shells Using a Hybrid Finite Element Method","year":2014,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Finite element method; Vibration; Spherical shell; Shell (structure); Convergence (economics); Mixed finite element method; Boundary value problem; RADIUS; Structural engineering; Finite element limit analysis; Mathematical analysis; Mathematics; Geometry; Computer science; Physics; Engineering; Mechanical engineering; Acoustics","score_opus":0.01011850429896205,"score_gpt":0.2539827504307608,"score_spread":0.24386424613179875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2143569275","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0135771865,0.00010686466,0.98358834,0.000032514235,0.000025555788,0.000023924955,0.000022131799,0.00011501591,0.0025083446],"genre_scores_gemma":[0.5506268,0.0004205366,0.44031754,0.00009102408,0.00004202095,0.00023872807,0.00013505566,0.00010280069,0.008025543],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980897,0.000055866072,0.000008742766,0.000022261736,0.000091164635,0.000013073453],"domain_scores_gemma":[0.9998202,0.00009044447,0.000014834829,0.000020036143,0.000045349316,0.000009267379],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031539783,0.00043559715,0.00048718564,0.00043837624,0.00022926198,0.00035179025,0.00085000705,0.000856991,0.0014213881],"category_scores_gemma":[0.0004593519,0.0003017707,0.00077405653,0.0002789015,0.00040989261,0.00050277624,0.0006029552,0.00037489034,0.0004204762],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007750023,0.000052453786,0.00055680005,0.000122303,0.000043806427,0.00013377858,0.00011293986,0.8920658,0.04331689,0.017104754,0.00043078113,0.04598223],"study_design_scores_gemma":[0.0000030670765,0.0000128227275,0.0000531932,0.000004345651,0.000002169952,0.000021165493,0.000005191835,0.9978265,0.0009936892,0.0005736812,0.0004996898,0.000004290253],"about_ca_topic_score_codex":0.0013216931,"about_ca_topic_score_gemma":0.0012350131,"teacher_disagreement_score":0.0014213881,"about_ca_system_score_codex":0.00019535665,"about_ca_system_score_gemma":0.000347218,"threshold_uncertainty_score":0.00475502},"labels":[],"label_agreement":null},{"id":"W2145553211","doi":"10.1002/fld.1058","title":"Swelling effect on the dynamic behaviour of composite cylindrical shells conveying fluid","year":2005,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Fluids","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Isotropy; Mechanics; Shell (structure); Eigenvalues and eigenvectors; Finite element method; Vibration; Fluid dynamics; Fluid–structure interaction; Rotational symmetry; Fictitious force; Classical mechanics; Physics; Materials science; Composite material; Thermodynamics","score_opus":0.019051680104856063,"score_gpt":0.36402343926374625,"score_spread":0.34497175915889017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2145553211","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99497944,0.000092804104,0.004141532,0.000011021806,0.0000036460938,0.0000034998427,0.000007300401,0.000018720046,0.0007419413],"genre_scores_gemma":[0.9992823,0.000056715777,0.00042030422,0.0000025101567,0.0000014534644,0.0000014434839,0.000005874552,0.0000035084774,0.00022581623],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999373,0.000009438596,0.00000244835,0.000007510536,0.000029745142,0.000013452974],"domain_scores_gemma":[0.99979657,0.00009852708,0.00005024028,0.000010665287,0.000026298265,0.00001763255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015653588,0.00015823662,0.00014913455,0.00018440773,0.00012928223,0.00019076222,0.0001237843,0.00012918044,0.0006054542],"category_scores_gemma":[0.00059745606,0.00008911194,0.00014431847,0.00008283045,0.0004456681,0.0002504636,0.0002155485,0.000118955046,0.00007727378],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016270974,0.000022500146,0.00081508246,0.000052209645,0.0000053491885,0.00022130337,0.00019279445,0.019201536,0.97287875,0.00066197553,0.000029003311,0.005756921],"study_design_scores_gemma":[0.000020954289,0.0006095218,0.009791372,0.000011671766,0.000016797247,0.00036408275,0.00017312187,0.32442665,0.6632059,0.0005789349,0.0007658441,0.00003515028],"about_ca_topic_score_codex":0.00034150953,"about_ca_topic_score_gemma":0.00031635788,"teacher_disagreement_score":0.0006054542,"about_ca_system_score_codex":0.00010432808,"about_ca_system_score_gemma":0.00009109241,"threshold_uncertainty_score":0.002025485},"labels":[],"label_agreement":null},{"id":"W2146008541","doi":"10.1016/j.compscitech.2004.12.002","title":"Vibration and instability of carbon nanotubes conveying fluid","year":2005,"lang":"en","type":"article","venue":"Composites Science and Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":239,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Instability; Carbon nanotube; Materials science; Flow velocity; Vibration; Elastic instability; Flow (mathematics); Fluid dynamics; RADIUS; Composite material; Critical ionization velocity; Mechanics; Nanotechnology; Physics; Acoustics","score_opus":0.005330993019663683,"score_gpt":0.20225434343301985,"score_spread":0.19692335041335615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2146008541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99575007,0.00024238676,0.002689947,0.00006898542,0.000018427427,0.0000039895112,0.00001565491,0.000021307618,0.001189307],"genre_scores_gemma":[0.99922335,0.00003109476,0.00017376278,0.0000039584274,0.0000060501507,0.0000015803847,0.00000839001,0.0000032048133,0.0005486446],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999193,0.000014638888,0.0000032807257,0.000015785841,0.000031330575,0.000015592826],"domain_scores_gemma":[0.9997832,0.00011515599,0.00003544983,0.0000069527937,0.00003468747,0.000024568566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015847731,0.00022263892,0.00016080381,0.0005180629,0.0002931612,0.00027859642,0.0001782419,0.00035291436,0.0015286505],"category_scores_gemma":[0.00068449124,0.00008717868,0.00012012915,0.00017844613,0.00051514094,0.00031487414,0.00017207648,0.00021569095,0.000117547825],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013693,0.00008865807,0.0057526603,0.00007542266,0.00002300566,0.0005636003,0.00052507006,0.021391107,0.9461557,0.0071357717,0.00036750655,0.01655217],"study_design_scores_gemma":[0.00007734719,0.0008343895,0.047957055,0.000029219476,0.00002934724,0.0006401337,0.00048134752,0.613049,0.33036718,0.0043123625,0.0021148631,0.00010781642],"about_ca_topic_score_codex":0.0010100362,"about_ca_topic_score_gemma":0.00036796086,"teacher_disagreement_score":0.0015286505,"about_ca_system_score_codex":0.00027038608,"about_ca_system_score_gemma":0.00014071286,"threshold_uncertainty_score":0.00511384},"labels":[],"label_agreement":null},{"id":"W2149659540","doi":"10.1115/1.4005941","title":"Simplified Fluid-Structure Model for Duckbill Valve Flow","year":2012,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Mechanics; Hyperelastic material; Flow (mathematics); Fluid–structure interaction; Shell (structure); Structural engineering; Materials science; Engineering; Mechanical engineering; Physics","score_opus":0.008926939719148104,"score_gpt":0.22973574057932877,"score_spread":0.22080880086018068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2149659540","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19492815,0.0009754428,0.75025946,0.00059696444,0.00024510786,0.00031665,0.001249671,0.0007764984,0.05065222],"genre_scores_gemma":[0.9208041,0.0008683213,0.036910165,0.00014833319,0.000079113976,0.00055907696,0.00071141793,0.000119619726,0.039799836],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979323,0.000037233407,0.00000961149,0.000050223345,0.000079216275,0.000030472776],"domain_scores_gemma":[0.9998627,0.000043255768,0.00002711729,0.000014676724,0.000034396046,0.000017696351],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019505084,0.000723235,0.0010868246,0.00066036376,0.00060081144,0.0008544946,0.0014320674,0.0019329038,0.00348041],"category_scores_gemma":[0.00057456706,0.00042593677,0.00071792444,0.00037276486,0.0008093251,0.0007402213,0.0006881085,0.0006093055,0.0006734148],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029203522,0.000036295256,0.0002751667,0.00004718618,0.0000080049485,0.00014530223,0.0000726693,0.97302127,0.009767946,0.013867759,0.00023975648,0.0024894674],"study_design_scores_gemma":[0.000008154216,0.000012061243,0.000105549705,0.0000026307684,0.0000024670455,0.000021016494,0.000006120046,0.99800664,0.00031613422,0.00083270064,0.00068101013,0.000005620496],"about_ca_topic_score_codex":0.01165094,"about_ca_topic_score_gemma":0.0043260003,"teacher_disagreement_score":0.01165094,"about_ca_system_score_codex":0.0010118647,"about_ca_system_score_gemma":0.0011971695,"threshold_uncertainty_score":0.02316624},"labels":[],"label_agreement":null},{"id":"W2149901883","doi":"10.1016/j.jsv.2007.03.065","title":"The canonical problem of the fluid-conveying pipe and radiation of the knowledge gained to other dynamics problems across Applied Mechanics","year":2007,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":152,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mechanics; Fluid mechanics; Fluid dynamics; Flow (mathematics); Classical mechanics; Dynamics (music); Work (physics); Computational fluid dynamics; Physics; Mechanical engineering; Engineering; Acoustics","score_opus":0.007236551680750051,"score_gpt":0.23185387920061928,"score_spread":0.22461732751986924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2149901883","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19576842,0.012709571,0.5530077,0.033080142,0.0033100923,0.00009190528,0.00044210727,0.00012547546,0.20146468],"genre_scores_gemma":[0.8457505,0.012463986,0.07405568,0.0021846204,0.004442542,0.00011424617,0.0003382211,0.00023053547,0.06041961],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9992737,0.00036570488,0.000027743425,0.00013299608,0.00013571946,0.00006419977],"domain_scores_gemma":[0.9991615,0.00038613752,0.000063125786,0.000105510524,0.00017930819,0.000104468425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014776229,0.00058005634,0.0007803548,0.0011365965,0.0015005334,0.00284823,0.0010928956,0.0020356374,0.005273474],"category_scores_gemma":[0.0047544055,0.0003969549,0.0009915725,0.0011833163,0.0059788055,0.006876665,0.0023643833,0.0029648733,0.00050322834],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000064792866,0.000008600621,0.00006852637,0.00002706942,0.0000029553757,0.000018672174,0.000083831685,0.003127162,0.000107306034,0.99307305,0.0011803608,0.002295878],"study_design_scores_gemma":[0.0000066055964,0.00000804541,0.00013012823,0.000014080412,0.0000022069266,0.00003189578,0.00010039366,0.012190226,0.00008407073,0.98424953,0.0031735227,0.000009184511],"about_ca_topic_score_codex":0.0033406771,"about_ca_topic_score_gemma":0.0022637944,"teacher_disagreement_score":0.005273474,"about_ca_system_score_codex":0.0011524739,"about_ca_system_score_gemma":0.0021755728,"threshold_uncertainty_score":0.017641485},"labels":[],"label_agreement":null},{"id":"W2152256825","doi":"10.1007/s00419-011-0558-4","title":"Thermo-mechanical nonlinear vibration analysis of a spring-mass-beam system","year":2011,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Vibration; Spring (device); Equations of motion; Beam (structure); Boundary value problem; Normal mode; Natural frequency; Mathematical analysis; Mechanics; Multiple-scale analysis; Partial differential equation; Physics; Mathematics; Classical mechanics; Acoustics; Optics","score_opus":0.008880245355206049,"score_gpt":0.18494736333129028,"score_spread":0.17606711797608424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2152256825","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68367106,0.00055030594,0.284431,0.0005312381,0.00006475292,0.00005440443,0.00016583262,0.00014452913,0.030386753],"genre_scores_gemma":[0.9871754,0.00009954805,0.004213773,0.000025327623,0.000015133164,0.000014583264,0.000032165488,0.000017772025,0.008406276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999428,0.00001537858,0.0000019624786,0.000008743469,0.000022898554,0.000008266041],"domain_scores_gemma":[0.9998952,0.000048461865,0.00001422559,0.000011256781,0.000020239284,0.000010562904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017774513,0.00014804132,0.00019100941,0.00026373647,0.0002616916,0.0002433196,0.00029282767,0.0003606655,0.0035685399],"category_scores_gemma":[0.00038237995,0.000103583916,0.000178125,0.00013401802,0.00048097005,0.0002858058,0.00029076068,0.00020866672,0.00033882953],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041752766,0.00013693547,0.0071708113,0.0001603887,0.00007766254,0.0006147789,0.00053459493,0.70597607,0.16864242,0.07371321,0.0017903451,0.040765207],"study_design_scores_gemma":[0.000006325412,0.00002490582,0.003748882,0.0000036381962,0.00000421927,0.00004808507,0.00003263914,0.9906867,0.0015943868,0.003520389,0.0003222642,0.0000075624603],"about_ca_topic_score_codex":0.0017487562,"about_ca_topic_score_gemma":0.0019496555,"teacher_disagreement_score":0.0035685399,"about_ca_system_score_codex":0.00023141928,"about_ca_system_score_gemma":0.0002656428,"threshold_uncertainty_score":0.011937916},"labels":[],"label_agreement":null},{"id":"W2152680202","doi":"10.1115/1.1565080","title":"Acoustic Vibration in a Stack Induced by Pipe Bends","year":2003,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Stack (abstract data type); Vibration; Acoustics; Structural engineering; Engineering; Turbulence; Upstream (networking); Flow (mathematics); Mechanics; Physics; Computer science; Telecommunications","score_opus":0.005773807513979375,"score_gpt":0.21573713559516128,"score_spread":0.2099633280811819,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2152680202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972199,0.000013156441,0.002371405,0.000011381673,0.0000037346038,0.0000045978004,0.000010371852,0.000033662604,0.0003319175],"genre_scores_gemma":[0.99913555,0.000009647554,0.0005220358,0.000003991323,0.0000022420957,0.0000029097619,0.000017253247,0.000003489251,0.00030285],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985564,0.000016561971,0.0000043530094,0.000023077764,0.00006068005,0.000039682276],"domain_scores_gemma":[0.9998654,0.00003367246,0.00003399165,0.000010746806,0.000027642345,0.000028574692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016442689,0.00031015094,0.00024835675,0.00023660209,0.00037175775,0.00018917173,0.00022942596,0.0004111424,0.00077242707],"category_scores_gemma":[0.00029709868,0.00024700127,0.00021939748,0.00015431539,0.000502956,0.00019384554,0.00040657347,0.00035808483,0.00011463828],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072878884,0.0000646273,0.0072283465,0.000042647247,0.000022401044,0.002255065,0.0005664309,0.013070154,0.9680073,0.0004382157,0.000163947,0.007412048],"study_design_scores_gemma":[0.0002852103,0.0071253055,0.25950846,0.000041454914,0.00015313918,0.0031828326,0.00205096,0.17053942,0.5518882,0.0017985527,0.0032406445,0.00018577227],"about_ca_topic_score_codex":0.0006895275,"about_ca_topic_score_gemma":0.00063954364,"teacher_disagreement_score":0.00077242707,"about_ca_system_score_codex":0.00018590465,"about_ca_system_score_gemma":0.000118079086,"threshold_uncertainty_score":0.0025839806},"labels":[],"label_agreement":null},{"id":"W2152976396","doi":"10.1109/tpwrd.2013.2291363","title":"Prediction of Aeolian Vibration on Transmission-Line Conductors Using a Nonlinear Time History Model—Part II: Conductor and Damper Model","year":2014,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Damper; Conductor; Transmission line; Structural engineering; Vibration; Electric power transmission; Electrical conductor; Nonlinear system; Engineering; Stiffness; Span (engineering); Control theory (sociology); Acoustics; Physics; Computer science; Electrical engineering; Materials science","score_opus":0.026867271934954744,"score_gpt":0.20558902443478233,"score_spread":0.17872175249982758,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2152976396","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68959624,0.00024740645,0.3023356,0.000159224,0.000020977206,0.000058989568,0.00023544823,0.000307902,0.007038212],"genre_scores_gemma":[0.9926473,0.0000908579,0.0052540987,0.0000063528046,0.0000031356901,0.00002534836,0.000054976557,0.000014208459,0.0019037053],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99995744,0.000011665197,0.0000021202995,0.000012453519,0.000011121099,0.0000052431847],"domain_scores_gemma":[0.99986386,0.00007796183,0.000023816841,0.000011628286,0.000015804035,0.000006796226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014819935,0.0003784324,0.00024112403,0.00015499108,0.00013159851,0.00025531126,0.00041146018,0.00047321286,0.000821845],"category_scores_gemma":[0.00037561814,0.00017418506,0.00025472092,0.000105180145,0.00029324924,0.000407336,0.00018675263,0.00029613322,0.00014708059],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019315043,0.000014662894,0.0011986364,0.000025603507,0.0000052694627,0.000041724514,0.000022876233,0.98919594,0.0054494482,0.00035313334,0.000055186247,0.0036181638],"study_design_scores_gemma":[0.0000019822448,0.000012346852,0.00037956252,0.0000011616621,0.0000012251463,0.00000561647,0.0000026057708,0.9987747,0.0006944708,0.000064903856,0.000060064962,0.0000013437851],"about_ca_topic_score_codex":0.0055068764,"about_ca_topic_score_gemma":0.003349677,"teacher_disagreement_score":0.0055068764,"about_ca_system_score_codex":0.00033390464,"about_ca_system_score_gemma":0.00031494768,"threshold_uncertainty_score":0.010949612},"labels":[],"label_agreement":null},{"id":"W2158034242","doi":"10.1061/(asce)0733-9445(2005)131:2(231)","title":"Seismic Interaction between Flexible Conductors and Electrical Substation Equipment","year":2005,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia; Powertech Labs (Canada)","funders":"","keywords":"Electrical conductor; Conductor; Interconnection; Electricity; Electrical equipment; Engineering; Electrical engineering; Computer science; Materials science; Telecommunications","score_opus":0.009738022146667214,"score_gpt":0.23578945396525133,"score_spread":0.22605143181858411,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2158034242","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99428326,0.00003397472,0.0040639485,0.000014505449,0.0000035833348,0.0000054754664,0.000019225561,0.000019804242,0.0015562528],"genre_scores_gemma":[0.999509,0.000011437865,0.00021191973,0.0000033451342,0.000001990122,0.0000012351529,0.000013474479,0.0000019563477,0.000245602],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996947,0.000076887176,0.000009262002,0.000045698776,0.00010623927,0.00006730308],"domain_scores_gemma":[0.9995895,0.00019423706,0.00008449533,0.00003137289,0.000068068235,0.0000323705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017909729,0.00025709785,0.00019088632,0.00038450074,0.00029232193,0.00033491084,0.0001990639,0.00029340977,0.0013471582],"category_scores_gemma":[0.000802061,0.00016648807,0.00012717115,0.0002636422,0.0004953147,0.00039357334,0.00043928917,0.0001527966,0.00016456412],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009818585,0.00009327338,0.055745427,0.00012118848,0.00006350588,0.0032691807,0.0010488065,0.07097502,0.8333431,0.0009502912,0.00037161916,0.033036783],"study_design_scores_gemma":[0.00009121699,0.0018212073,0.4869205,0.000045995213,0.00015297445,0.0031861109,0.0029328424,0.29288158,0.20597517,0.0016280732,0.004278373,0.00008601868],"about_ca_topic_score_codex":0.0013833664,"about_ca_topic_score_gemma":0.0019407618,"teacher_disagreement_score":0.0013833664,"about_ca_system_score_codex":0.0002349991,"about_ca_system_score_gemma":0.00009602143,"threshold_uncertainty_score":0.004506707},"labels":[],"label_agreement":null},{"id":"W2158721935","doi":"10.1142/s021812741450062x","title":"Chaotic Dynamics of an Axially Accelerating Viscoelastic Beam in the Supercritical Regime","year":2014,"lang":"en","type":"article","venue":"International Journal of Bifurcation and Chaos","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Shanghai Municipal Education Commission; National Natural Science Foundation of China","keywords":"Galerkin method; Axial symmetry; Mathematics; Nonlinear system; Nyström method; Phase portrait; Discretization; Mathematical analysis; Runge–Kutta methods; Beam (structure); Bifurcation; Differential equation; Classical mechanics; Physics; Boundary value problem; Geometry","score_opus":0.008367350244341857,"score_gpt":0.23966177279603193,"score_spread":0.23129442255169008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2158721935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92215055,0.00023856568,0.07098507,0.00013309874,0.000017961307,0.000018020724,0.000028828194,0.00005357829,0.0063744476],"genre_scores_gemma":[0.9937459,0.00011205498,0.0050713522,0.000015440324,0.000006436755,0.0000112263815,0.000012354062,0.000004718842,0.0010204747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999478,0.0000078863095,0.000003120689,0.000008791356,0.000022219245,0.000010269181],"domain_scores_gemma":[0.99988496,0.000032186133,0.00003715127,0.00001022156,0.000023846482,0.000011584114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010911998,0.00015130528,0.00019297807,0.00033687698,0.00031196885,0.000294205,0.00024505807,0.00027591182,0.0006469952],"category_scores_gemma":[0.00030641537,0.00010668279,0.00016672302,0.00020794297,0.0005353642,0.00035997076,0.0003388373,0.00024076336,0.0000698306],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020774978,0.00008373766,0.018421287,0.0001918312,0.000075136726,0.0016497732,0.0018080652,0.44164208,0.3652543,0.11834804,0.0010436702,0.051274322],"study_design_scores_gemma":[0.0000067321566,0.000035732213,0.0026290233,0.000008890347,0.000007942079,0.00010779703,0.00007716149,0.98332375,0.008745261,0.004324881,0.0007196314,0.000013229206],"about_ca_topic_score_codex":0.001489904,"about_ca_topic_score_gemma":0.0008631106,"teacher_disagreement_score":0.001489904,"about_ca_system_score_codex":0.0002035362,"about_ca_system_score_gemma":0.00025331596,"threshold_uncertainty_score":0.0029624104},"labels":[],"label_agreement":null},{"id":"W2158911620","doi":"10.2514/1.35572","title":"Conduction Shape Factor Models for Hollow Cylinders with Nonuniform Gap Spacing","year":2009,"lang":"en","type":"article","venue":"Journal of Thermophysics and Heat Transfer","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Shape factor; Annulus (botany); Cylinder; Thermal conduction; Mechanics; Materials science; Geometry; Friction factor; Physics; Optics; Mathematics; Reynolds number; Turbulence; Composite material","score_opus":0.023365254564693103,"score_gpt":0.2191598331981141,"score_spread":0.195794578633421,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2158911620","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09625377,0.00097161817,0.88599885,0.00018960032,0.000077719116,0.00007095246,0.00011977985,0.00045287248,0.015864855],"genre_scores_gemma":[0.9437871,0.000908293,0.038707025,0.000060333732,0.00004736028,0.00012605703,0.00014953064,0.0001480563,0.016066318],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99970204,0.00004326268,0.000013858765,0.000052331576,0.00013446738,0.000054056072],"domain_scores_gemma":[0.99942786,0.00019921042,0.00010831513,0.000063233005,0.00016010716,0.000041263644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005778317,0.0006694436,0.0006977029,0.00068369816,0.0003804635,0.0007257886,0.0015549953,0.0010440875,0.0013398597],"category_scores_gemma":[0.0014181972,0.00033495008,0.0010707439,0.0004146573,0.0008134871,0.0011781411,0.0006455207,0.0004858653,0.0005289995],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000416344,0.000019359153,0.0003007275,0.00003940821,0.0000058431797,0.00013131298,0.00007690922,0.9707692,0.006900488,0.015594525,0.00038452612,0.005736092],"study_design_scores_gemma":[0.0000028359689,0.0000069560906,0.000060332226,0.0000024524522,0.0000013181929,0.000023346172,0.0000056064214,0.9976593,0.0005357655,0.0014080208,0.0002895955,0.000004468721],"about_ca_topic_score_codex":0.0041861837,"about_ca_topic_score_gemma":0.0025633946,"teacher_disagreement_score":0.0041861837,"about_ca_system_score_codex":0.0012539804,"about_ca_system_score_gemma":0.0009465872,"threshold_uncertainty_score":0.009098291},"labels":[],"label_agreement":null},{"id":"W2159127472","doi":"10.5539/jmsr.v1n2p166","title":"Predicting the Dynamic Behavior of Materials with a Nonlinear Modified Voigt Model","year":2012,"lang":"en","type":"article","venue":"Journal of Materials Science Research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Viscoelasticity; Kelvin–Voigt material; Nonlinear system; Materials science; Deformation (meteorology); Function (biology); Constant (computer programming); Mechanics; Mathematical analysis; Mathematics; Composite material; Computer science; Physics","score_opus":0.04975880945398242,"score_gpt":0.34901174337244356,"score_spread":0.29925293391846114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2159127472","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3015526,0.00041982756,0.6925469,0.00011033417,0.000039262675,0.000035371624,0.00006793162,0.00034515635,0.004882651],"genre_scores_gemma":[0.9522849,0.00038798281,0.042512875,0.000025969293,0.000012374832,0.00003591601,0.000073549956,0.000064164866,0.00460223],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992275,0.000013748418,0.0000032181472,0.000014473138,0.000033702952,0.000012095804],"domain_scores_gemma":[0.9998419,0.00008043168,0.00002614733,0.000025402096,0.0000175361,0.000008575494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019919567,0.00027298022,0.00022250184,0.00035884985,0.00013167321,0.00031459177,0.00044439797,0.00071673765,0.00055507716],"category_scores_gemma":[0.0007896447,0.00016619085,0.00027839595,0.0002819943,0.00034308323,0.00068531826,0.00023252849,0.0002492791,0.00026962874],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030428595,0.000032194464,0.0009233717,0.0000492175,0.000008017123,0.00010410197,0.00007139147,0.886834,0.09001711,0.0068254457,0.00021662888,0.014888168],"study_design_scores_gemma":[9.859505e-7,0.000011801772,0.00026008015,0.0000023256496,0.000001450416,0.000024374678,0.000005966133,0.9950748,0.0035921622,0.000696227,0.00032531295,0.0000046110663],"about_ca_topic_score_codex":0.0014292853,"about_ca_topic_score_gemma":0.002115017,"teacher_disagreement_score":0.0014292853,"about_ca_system_score_codex":0.00028641682,"about_ca_system_score_gemma":0.0002945609,"threshold_uncertainty_score":0.0028418899},"labels":[],"label_agreement":null},{"id":"W2162029141","doi":"10.1109/iccasm.2010.5620240","title":"Notice of Retraction: Failure analysis of lattice transmission tower considering joint effects","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Fundamental Research Funds for the Central Universities; Natural Science Foundation of Hebei Province","keywords":"Notice; Transmission tower; Joint (building); Computer science; Lattice (music); Tower; Structural engineering; Engineering; Physics; Law; Political science","score_opus":0.005654360155798307,"score_gpt":0.2059558247169599,"score_spread":0.20030146456116157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162029141","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002612916,0.0026761235,0.0040083323,0.04385083,0.9400155,0.00006761488,0.0008907622,0.00034550822,0.005532427],"genre_scores_gemma":[0.111406066,0.01356109,0.018247388,0.050936013,0.39317816,0.0004883948,0.0055916086,0.0019082328,0.40468302],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99646026,0.00051400956,0.00068166247,0.00037037462,0.0016411092,0.00033251973],"domain_scores_gemma":[0.9771543,0.0050643357,0.0006740403,0.0012913358,0.014461386,0.0013546796],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0034391007,0.0019276254,0.002053979,0.0022962247,0.0025172806,0.0020561276,0.0038850082,0.0064647486,0.03478746],"category_scores_gemma":[0.035865135,0.00057016325,0.0022237224,0.0016613868,0.0019031297,0.0024087846,0.001888556,0.006485682,0.013428791],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023285057,0.00004077356,0.00041716307,0.0008773943,0.00005093406,0.0017174442,0.00019089812,0.00031795198,0.001810399,0.0035879645,0.95910287,0.031653315],"study_design_scores_gemma":[0.0000900378,0.00028690792,0.004797224,0.00043772106,0.00013126273,0.003114423,0.00037193394,0.0020225209,0.0032043117,0.0052831704,0.98014784,0.00011269236],"about_ca_topic_score_codex":0.0046821157,"about_ca_topic_score_gemma":0.0037175682,"teacher_disagreement_score":0.9935353,"about_ca_system_score_codex":0.0017279735,"about_ca_system_score_gemma":0.0028225873,"threshold_uncertainty_score":0.116375625},"labels":[{"model":"gemma","categories":["research_integrity"],"domain":null,"study_design":"not_applicable","genre":"editorial","about_ca_system":false,"about_ca_topic":false,"confidence":"high"},{"model":"gpt","categories":["research_integrity"],"domain":null,"study_design":"not_applicable","genre":"editorial","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"agree"},{"id":"W2164500397","doi":"10.1109/tpwrd.2007.915876","title":"Vibration of Bundled Conductors Following Ice Shedding","year":2008,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Chicoutimi","funders":"","keywords":"Conductor; Bundle; Vibration; Electrical conductor; Structural engineering; Electric power transmission; Span (engineering); Overhead line; Transient (computer programming); Jump; Vortex shedding; Engineering; Mechanics; Acoustics; Materials science; Electrical engineering; Physics; Computer science; Composite material","score_opus":0.011798799845679308,"score_gpt":0.20682839145115092,"score_spread":0.19502959160547162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2164500397","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9849958,0.000038037662,0.013478106,0.00003374939,0.000010967705,0.000008046552,0.00002853248,0.00006427803,0.0013426219],"genre_scores_gemma":[0.99856204,0.00001575768,0.0009586002,0.000004427393,0.0000017684113,0.000003017671,0.00002005095,0.0000066099765,0.00042782965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998982,0.000018270062,0.0000036724796,0.000023271958,0.000032195003,0.000024404415],"domain_scores_gemma":[0.9997682,0.00009808824,0.000037191596,0.000025584577,0.00003151753,0.00003951013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020960011,0.00017478033,0.00026615974,0.00023197333,0.00026959376,0.0003102941,0.00022863851,0.00047117617,0.000995996],"category_scores_gemma":[0.0006680552,0.00014751965,0.0002456059,0.00012725873,0.0005575752,0.0002942673,0.00033680943,0.00027112875,0.00019142126],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008359715,0.00016375247,0.016617686,0.0000940477,0.000039361883,0.0018648645,0.0012834064,0.6963352,0.25503263,0.0017175202,0.0005775161,0.02543801],"study_design_scores_gemma":[0.000026088226,0.00034099707,0.008637912,0.000012401607,0.000008662565,0.00019372828,0.00025563405,0.9794332,0.010252508,0.00045307982,0.00036781264,0.000018092409],"about_ca_topic_score_codex":0.0010725259,"about_ca_topic_score_gemma":0.0005667512,"teacher_disagreement_score":0.0010725259,"about_ca_system_score_codex":0.00026407617,"about_ca_system_score_gemma":0.00017393063,"threshold_uncertainty_score":0.0033319592},"labels":[],"label_agreement":null},{"id":"W2164738178","doi":"10.1177/1099636211426627","title":"Effects of pressure and temperature on the vibration behavior of sandwich cylindrical shells","year":2011,"lang":"en","type":"article","venue":"Journal of Sandwich Structures & Materials","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Viscoelasticity; Materials science; Dissipation; Vibration; Deflection (physics); Cylinder; Shell (structure); Internal pressure; Core (optical fiber); Displacement (psychology); Loss factor; Mechanics; Composite material; Thermal; Structural engineering; Physics; Acoustics; Classical mechanics; Thermodynamics; Engineering; Mechanical engineering","score_opus":0.006189076529873453,"score_gpt":0.20409046406270417,"score_spread":0.1979013875328307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2164738178","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937389,0.00015397285,0.0054420354,0.000027238593,0.000009771345,0.0000032246637,0.000017615732,0.000041237883,0.0005661334],"genre_scores_gemma":[0.9994418,0.000051491115,0.00034771292,0.0000034061002,0.0000018465581,0.0000015012769,0.000007853536,0.0000064102846,0.00013811959],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988544,0.000018958199,0.0000050708527,0.000021359352,0.000044690052,0.00002436306],"domain_scores_gemma":[0.99959487,0.00021671555,0.00007277596,0.000031968713,0.000059707312,0.000023992054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001584542,0.00020261125,0.00018489684,0.00012719625,0.00016148435,0.00020742751,0.00012932798,0.0002163577,0.000723164],"category_scores_gemma":[0.001032587,0.00015232744,0.00016101709,0.00007194693,0.00040901673,0.00035198982,0.00022098234,0.00018377283,0.00016073268],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046984438,0.000025995,0.003713767,0.00008145496,0.000016643717,0.00052381476,0.00026095458,0.016387612,0.9691929,0.0002837039,0.00006590765,0.008977307],"study_design_scores_gemma":[0.0000329221,0.0011302008,0.048877645,0.000023369454,0.000050000155,0.0007740875,0.00036190797,0.2103344,0.73722506,0.0005061811,0.0006220635,0.00006211408],"about_ca_topic_score_codex":0.00023878634,"about_ca_topic_score_gemma":0.0002156192,"teacher_disagreement_score":0.000723164,"about_ca_system_score_codex":0.000077911885,"about_ca_system_score_gemma":0.00007874659,"threshold_uncertainty_score":0.0024191737},"labels":[],"label_agreement":null},{"id":"W2165435986","doi":"10.3233/sav-120752","title":"Thermal effects on nonlinear vibrations of an axially moving beam with an intermediate spring-mass support","year":2013,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Galerkin method; Nonlinear system; Vibration; Axial symmetry; Beam (structure); Spring (device); Bifurcation; Mechanics; Physics; Classical mechanics; Equations of motion; Harmonic balance; Harmonic; Discretization; Poincaré map; Multiple-scale analysis; Excitation; Mathematics; Mathematical analysis; Optics; Acoustics; Thermodynamics","score_opus":0.0478501777021386,"score_gpt":0.410539625036024,"score_spread":0.36268944733388536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2165435986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98952323,0.000049724225,0.009289966,0.000027665224,0.0000072998105,0.0000043024133,0.0000070919655,0.000017802251,0.001072972],"genre_scores_gemma":[0.99734664,0.000026402537,0.0021124994,0.0000042575834,0.0000015613647,0.0000040280815,0.0000038202706,0.0000023094517,0.0004985204],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999418,0.000013585834,0.0000024137428,0.000008626395,0.000023792272,0.00000967907],"domain_scores_gemma":[0.9998654,0.000060887123,0.00003193181,0.000015137023,0.000014466457,0.000012129012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018786476,0.0001913625,0.00018235705,0.00011766747,0.00017253487,0.0001881419,0.00023759087,0.00021867885,0.0008196274],"category_scores_gemma":[0.0003548928,0.00009704375,0.00014544827,0.00008543737,0.000505125,0.00014627553,0.00030566787,0.00013749748,0.000105888],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005679644,0.00008087832,0.0026990916,0.00014958982,0.00002568111,0.00045480783,0.0004197227,0.116280735,0.86122465,0.0044414513,0.00010867779,0.013546754],"study_design_scores_gemma":[0.000036031004,0.00046994162,0.005497668,0.000014527317,0.000025577747,0.00010349548,0.00011842979,0.9027692,0.08997641,0.0006536326,0.00031565616,0.000019530939],"about_ca_topic_score_codex":0.00049784756,"about_ca_topic_score_gemma":0.00053469156,"teacher_disagreement_score":0.0008196274,"about_ca_system_score_codex":0.000100395846,"about_ca_system_score_gemma":0.0001150202,"threshold_uncertainty_score":0.0027419329},"labels":[],"label_agreement":null},{"id":"W2165682772","doi":"10.1115/1.1629754","title":"Nonstick and Stick-Slip Motion of a Coulomb-Damped Belt Drive System Subjected to Multifrequency Excitations","year":2003,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Pulley; Vibration; Shaker; Amplitude; Belt drive; Slip (aerodynamics); Slipping; Torque; Physics; Harmonic; Mechanics; Control theory (sociology); Acoustics; Structural engineering; Engineering; Computer science; Optics","score_opus":0.005375423576146402,"score_gpt":0.19395471068193296,"score_spread":0.18857928710578656,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2165682772","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98787016,0.000040130653,0.011535061,0.00001845914,0.0000050328035,0.000008570374,0.00001115945,0.000033730616,0.0004776583],"genre_scores_gemma":[0.9992173,0.000014634053,0.00054140756,0.0000025664842,0.0000012063978,0.0000029439427,0.00000988052,0.0000022838892,0.00020782814],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999069,0.00001410126,0.000006129927,0.000016891136,0.000040155046,0.000015853686],"domain_scores_gemma":[0.999801,0.000092137765,0.0000445273,0.000021563004,0.000021081083,0.000019656027],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017352976,0.00021497933,0.0002523339,0.00024773972,0.00017383779,0.00016522116,0.00016375924,0.00026968916,0.00103106],"category_scores_gemma":[0.0005540092,0.000097184056,0.00015103488,0.00007998924,0.00029022974,0.00019220349,0.00021810456,0.00013748529,0.00011169589],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086471037,0.00010965487,0.011361913,0.00022065482,0.00007556829,0.001831349,0.0008589759,0.07491468,0.8634716,0.0013239031,0.00018378504,0.044783164],"study_design_scores_gemma":[0.00005070831,0.0013720347,0.06540651,0.000028009023,0.000056144985,0.00070973136,0.00055665814,0.7752311,0.1542524,0.0009952919,0.0012961738,0.000045190107],"about_ca_topic_score_codex":0.0004264308,"about_ca_topic_score_gemma":0.00052099477,"teacher_disagreement_score":0.00103106,"about_ca_system_score_codex":0.00010526463,"about_ca_system_score_gemma":0.00008600992,"threshold_uncertainty_score":0.0034492612},"labels":[],"label_agreement":null},{"id":"W2166374152","doi":"10.1017/s002211200600317x","title":"Flutter of long flexible cylinders in axial flow","year":2007,"lang":"en","type":"article","venue":"Journal of Fluid Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":76,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Flutter; Cylinder; Flow (mathematics); Galerkin method; Mechanics; Mathematics; Bending stiffness; Nonlinear system; Physics; Stiffness; Geometry; Structural engineering; Aerodynamics; Engineering","score_opus":0.008550309452996695,"score_gpt":0.2233798292641787,"score_spread":0.214829519811182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2166374152","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9746397,0.0003017633,0.022709943,0.000105019666,0.000019912919,0.000030846233,0.000040910436,0.000046825928,0.0021050356],"genre_scores_gemma":[0.9968394,0.00015726544,0.0016988183,0.000016725999,0.000010488768,0.000022424721,0.000030987725,0.000008729777,0.0012151296],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998354,0.000034555884,0.000009372248,0.000025518186,0.00004519255,0.00004992075],"domain_scores_gemma":[0.99947125,0.00024900463,0.000121211044,0.000032057873,0.000062033956,0.00006444792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056005514,0.0005124381,0.0005684599,0.0008574835,0.0007305552,0.0008032285,0.00048277952,0.0010750818,0.00066479377],"category_scores_gemma":[0.001631882,0.00022193212,0.0005061373,0.00026718766,0.0018675562,0.00047172082,0.00089981547,0.00040638712,0.0001186148],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00073096575,0.00010916331,0.0061520953,0.00020621928,0.00008121199,0.002422163,0.0009672242,0.7797743,0.18119135,0.013591989,0.00028809867,0.014485144],"study_design_scores_gemma":[0.000022143187,0.00019818828,0.002103254,0.000019394329,0.000016473321,0.00014099096,0.00012319494,0.986232,0.008920634,0.00192574,0.0002666798,0.000031284788],"about_ca_topic_score_codex":0.003935878,"about_ca_topic_score_gemma":0.0013552074,"teacher_disagreement_score":0.003935878,"about_ca_system_score_codex":0.00044958986,"about_ca_system_score_gemma":0.00035862616,"threshold_uncertainty_score":0.007825911},"labels":[],"label_agreement":null},{"id":"W2168124879","doi":"10.1002/we.266","title":"Investigation of voltage sag impact on wind turbine tower vibrations","year":2008,"lang":"en","type":"article","venue":"Wind Energy","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University; Western University","funders":"","keywords":"Turbine; Wind power; Tower; Vibration; Aerodynamics; Engineering; Wind speed; Voltage sag; Voltage; Mechanical system; Marine engineering; Structural engineering; Automotive engineering; Mechanical engineering; Electrical engineering; Aerospace engineering; Physics; Acoustics; Meteorology","score_opus":0.010765231213783286,"score_gpt":0.199998359444674,"score_spread":0.18923312823089072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2168124879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930738,0.00013597144,0.0054982146,0.000012823994,0.000014631809,0.0000064720907,0.00010092819,0.00015650128,0.001000421],"genre_scores_gemma":[0.9997211,0.000023447401,0.0001242105,0.0000023273863,0.000001324593,9.704544e-7,0.000046111156,0.0000051734296,0.00007529302],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982953,0.00003818729,0.000008778721,0.00001744426,0.00007791982,0.00002799814],"domain_scores_gemma":[0.99950385,0.00026974067,0.000055461664,0.000033969834,0.000104641345,0.00003243397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015383543,0.0002377844,0.0003765038,0.00029753716,0.00012243712,0.00024920522,0.00011866739,0.00037636943,0.0016622514],"category_scores_gemma":[0.0009571991,0.00015524904,0.00022587438,0.0002124688,0.00011511368,0.00020208667,0.00014106887,0.00024200292,0.00029733617],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002457341,0.00030158085,0.045102067,0.0005225518,0.0002164387,0.0025891429,0.00028935255,0.1459572,0.74283415,0.00031582534,0.000810541,0.05860379],"study_design_scores_gemma":[0.00007001575,0.0040081283,0.17694628,0.00006928404,0.00022492024,0.0014322026,0.00040929564,0.5605039,0.25453135,0.0004297626,0.0013137943,0.000061011542],"about_ca_topic_score_codex":0.0006373285,"about_ca_topic_score_gemma":0.00046618344,"teacher_disagreement_score":0.0016622514,"about_ca_system_score_codex":0.00009883668,"about_ca_system_score_gemma":0.00005310525,"threshold_uncertainty_score":0.0055608153},"labels":[],"label_agreement":null},{"id":"W2169961478","doi":"10.1109/tpwrd.2011.2181428","title":"Estimation of Required Slack for Conductors Connecting Substation Equipment Subjected to Earthquake","year":2012,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"OpenSees; Conductor; Electrical conductor; Reliability (semiconductor); Engineering; Earthquake engineering; Structural engineering; Computer science; Reliability engineering; Finite element method; Electrical engineering; Power (physics)","score_opus":0.020020692022562403,"score_gpt":0.24722209379385487,"score_spread":0.22720140177129247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2169961478","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91805035,0.00007275823,0.081015654,0.000027975138,0.000007524403,0.000014427187,0.00011036687,0.0001787063,0.00052222266],"genre_scores_gemma":[0.9978514,0.00001674659,0.001975542,0.0000017284668,0.0000013148052,0.000003890839,0.000052899282,0.000004266544,0.000092302864],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997745,0.000065375374,0.000016494145,0.00004779416,0.000050580256,0.00004535507],"domain_scores_gemma":[0.9988188,0.0006038817,0.0002514435,0.00008395093,0.00016459444,0.0000772879],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044023115,0.00064371596,0.0004499476,0.0006979556,0.00017523371,0.0003854313,0.00035203717,0.0005825846,0.00059672166],"category_scores_gemma":[0.0027699948,0.00031231612,0.00021673595,0.00032006658,0.00027306014,0.00053720473,0.00032929334,0.00018276123,0.00015521309],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009341006,0.00013447092,0.034588046,0.00018946282,0.00004304996,0.0006916727,0.0001236348,0.87877566,0.05036799,0.00054242526,0.00031072568,0.033298712],"study_design_scores_gemma":[0.00000999004,0.00026189114,0.013599594,0.00000803289,0.000015986558,0.00007268023,0.00010286886,0.98080784,0.0048859515,0.00015458446,0.00007017388,0.0000102798485],"about_ca_topic_score_codex":0.002114021,"about_ca_topic_score_gemma":0.0019938215,"teacher_disagreement_score":0.002114021,"about_ca_system_score_codex":0.00029854677,"about_ca_system_score_gemma":0.00023778123,"threshold_uncertainty_score":0.004203379},"labels":[],"label_agreement":null},{"id":"W2171514857","doi":"10.1109/pes.2005.1489231","title":"Harmonic domain characterization of the resonant interaction between generator and transmission line","year":2005,"lang":"en","type":"article","venue":"IEEE Power Engineering Society General Meeting, 2005","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Harmonics; Harmonic analysis; Harmonic; Generator (circuit theory); Transmission line; Voltage; Line (geometry); Electric power transmission; Sequence (biology); Frame (networking); Computer science; Frequency domain; Domain (mathematical analysis); Resonance (particle physics); Topology (electrical circuits); Representation (politics); Time domain; Physics; Electronic engineering; Acoustics; Engineering; Electrical engineering; Mathematics; Telecommunications; Mathematical analysis; Power (physics); Quantum mechanics; Chemistry","score_opus":0.005834932203101118,"score_gpt":0.20344288925096535,"score_spread":0.19760795704786424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2171514857","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29648647,0.0006746357,0.6697808,0.000117236916,0.000097509685,0.00007339795,0.0003301483,0.00040683922,0.03203299],"genre_scores_gemma":[0.97299945,0.00018423263,0.018630628,0.000014371833,0.000033228782,0.000024926327,0.00022503614,0.00003471252,0.007853459],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999422,0.000009253098,0.000001763874,0.000012972417,0.000028926761,0.000004828286],"domain_scores_gemma":[0.99979323,0.00009220526,0.00003104376,0.000026047404,0.000048182694,0.00000943136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000826738,0.00013937296,0.00016449447,0.00035995737,0.00009296908,0.00022405825,0.00022594223,0.00014876242,0.005531211],"category_scores_gemma":[0.00027589657,0.000058507063,0.00008003686,0.00022608985,0.00017862165,0.00016751516,0.000079313315,0.00017787586,0.0005202378],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039885184,0.00011059282,0.005776899,0.00039746135,0.00005985092,0.0013402839,0.00028492144,0.16479261,0.5828445,0.09353241,0.0055690925,0.14489266],"study_design_scores_gemma":[0.000010868568,0.00032122605,0.010248644,0.000021375095,0.000031077514,0.0013239434,0.00011313931,0.91700643,0.048759375,0.01181777,0.010316956,0.000029138659],"about_ca_topic_score_codex":0.00020392335,"about_ca_topic_score_gemma":0.00032669856,"teacher_disagreement_score":0.005531211,"about_ca_system_score_codex":0.0001590641,"about_ca_system_score_gemma":0.000057857964,"threshold_uncertainty_score":0.018503785},"labels":[],"label_agreement":null},{"id":"W2172181642","doi":"10.1109/tpwrd.2007.905558","title":"Effects of Surface Decay on Remaining Strength of Transmission-Line Wood Cross-arms","year":2008,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Bending; Line (geometry); Transmission line; Materials science; Environmental science; Composite material; Engineering; Mathematics; Electrical engineering; Geometry","score_opus":0.008520876027367022,"score_gpt":0.22163918735197524,"score_spread":0.21311831132460823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2172181642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9888022,0.00013035318,0.010395041,0.000022608283,0.0000045579677,0.000008405498,0.00006926394,0.000072065,0.0004956003],"genre_scores_gemma":[0.99869734,0.000053011125,0.00087218056,0.0000057751695,7.3545823e-7,0.0000030397268,0.00004560197,0.000010813573,0.0003116032],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997733,0.000036120535,0.000009810338,0.00006443888,0.00007996529,0.00003633838],"domain_scores_gemma":[0.99873847,0.0006852438,0.00021875344,0.00014292901,0.00016616748,0.000048494287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005638279,0.00038647233,0.00024234997,0.00032842456,0.00012496363,0.0003867917,0.00035922515,0.00033624665,0.00088731444],"category_scores_gemma":[0.0015371323,0.00020114584,0.00050332193,0.00016037354,0.00032687272,0.00043841486,0.0002651509,0.00038110802,0.0002257439],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016067878,0.00043483052,0.07720655,0.00021783981,0.00009450413,0.00049069896,0.00028554248,0.3983771,0.4550795,0.000653235,0.0002737976,0.06527962],"study_design_scores_gemma":[0.000023906008,0.0023559004,0.099746,0.000028522165,0.000077001336,0.00030753994,0.00012822697,0.6864335,0.21001258,0.00028833977,0.0005421951,0.000056364934],"about_ca_topic_score_codex":0.0031648641,"about_ca_topic_score_gemma":0.0026270833,"teacher_disagreement_score":0.0031648641,"about_ca_system_score_codex":0.00039240165,"about_ca_system_score_gemma":0.00016113336,"threshold_uncertainty_score":0.0062928796},"labels":[],"label_agreement":null},{"id":"W2172231023","doi":"10.1177/1077546313493312","title":"An active control strategy for vibration control of an axially translating beam","year":2013,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; National Science Foundation","keywords":"Control theory (sociology); Beam (structure); Axial symmetry; Vibration; Galerkin method; Nonlinear system; Vibration control; Fuzzy control system; Active vibration control; Fuzzy logic; Computer science; Engineering; Control (management); Physics; Structural engineering; Acoustics; Artificial intelligence","score_opus":0.006338647956641367,"score_gpt":0.2253725202292371,"score_spread":0.21903387227259571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2172231023","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03194646,0.00033408514,0.962885,0.000090871836,0.000088518515,0.0000342737,0.000007009563,0.000110510635,0.0045032236],"genre_scores_gemma":[0.95113486,0.0002993228,0.044292763,0.000058460057,0.000053726704,0.000083535015,0.000017358889,0.000009815417,0.004050123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990594,0.000017586932,0.0000056619942,0.000017070875,0.000044674816,0.000008996011],"domain_scores_gemma":[0.9998926,0.000032415348,0.000019616253,0.000007271878,0.00003923264,0.000008882509],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002078599,0.00042819662,0.0002711621,0.0002419614,0.00028284566,0.00037338783,0.0005965766,0.00039619126,0.0012840342],"category_scores_gemma":[0.00027498585,0.00013218157,0.00023872168,0.00014376605,0.0004740357,0.00029056915,0.00039016418,0.00035020345,0.00014769235],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003088774,0.0001475306,0.0005920438,0.00040259838,0.000095473326,0.00055257196,0.00043091166,0.35721028,0.31031585,0.061387766,0.0019325746,0.26662353],"study_design_scores_gemma":[0.000022144155,0.00029594946,0.00022017481,0.000012244124,0.000023912551,0.00006124696,0.000020430096,0.9857108,0.009827643,0.0021210688,0.0016716226,0.000012684137],"about_ca_topic_score_codex":0.0012661942,"about_ca_topic_score_gemma":0.0012486047,"teacher_disagreement_score":0.0012840342,"about_ca_system_score_codex":0.00018487922,"about_ca_system_score_gemma":0.00025952468,"threshold_uncertainty_score":0.004295528},"labels":[],"label_agreement":null},{"id":"W2176778976","doi":"10.1115/pvp2006-icpvt-11-93085","title":"A Parametric Study of the Resonance Mechanism of Two Tandem Cylinders in Cross-Flow","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Coincidence; Resonance (particle physics); Cylinder; Acoustic resonance; Tandem; Flow (mathematics); Materials science; Nuclear magnetic resonance; Physics; Mechanics; Atomic physics; Geometry; Mathematics; Composite material","score_opus":0.00885031766464514,"score_gpt":0.2377351828330611,"score_spread":0.22888486516841597,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2176778976","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943403,0.00008060532,0.0052145775,0.000014776008,0.00000766793,0.000010313093,0.0000058653613,0.000027538195,0.000298183],"genre_scores_gemma":[0.9982718,0.000033226774,0.0013846814,0.0000046998302,0.0000033914328,0.0000075805533,0.000008051385,0.0000037309708,0.00028287343],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994135,0.00007343751,0.00002261546,0.00011975427,0.0002472725,0.00012350998],"domain_scores_gemma":[0.99860173,0.0005936945,0.00034505696,0.00014883815,0.00019378564,0.00011684257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008465129,0.00046266092,0.00059980847,0.00032724065,0.00039604536,0.00030371433,0.000610115,0.0006715888,0.0010543991],"category_scores_gemma":[0.0017938765,0.0004143513,0.00038759233,0.00020621455,0.0008926182,0.00065957784,0.00097391533,0.00041755612,0.00017191429],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043014402,0.00008594676,0.0016739304,0.00006373422,0.000012855507,0.0005508932,0.0003176198,0.0051808194,0.98667485,0.00041365228,0.000030189896,0.0045653665],"study_design_scores_gemma":[0.00004981317,0.0030153762,0.011046062,0.000013574712,0.000047165133,0.0009858838,0.00028744695,0.057394903,0.9258816,0.00023192234,0.0009960906,0.00005019453],"about_ca_topic_score_codex":0.00030955218,"about_ca_topic_score_gemma":0.00021822707,"teacher_disagreement_score":0.0010543991,"about_ca_system_score_codex":0.00020751238,"about_ca_system_score_gemma":0.00020269529,"threshold_uncertainty_score":0.004476905},"labels":[],"label_agreement":null},{"id":"W2182906353","doi":"","title":"SIMPLIFIED APPROXIMATE APPROACH TO GROUP EFFECT IN PILE DYNAMICS","year":2007,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Pile; Stiffness; Limit (mathematics); Set (abstract data type); Simple (philosophy); Constant (computer programming); Applied mathematics; Amplitude; Computer science; Control theory (sociology); Mathematics; Structural engineering; Mathematical analysis; Engineering; Physics","score_opus":0.004847630541851703,"score_gpt":0.2067842320232136,"score_spread":0.20193660148136192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2182906353","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02242208,0.0004578123,0.9625857,0.00007729106,0.000063137886,0.000050248607,0.00008607422,0.00022121641,0.014036459],"genre_scores_gemma":[0.76083803,0.0018092273,0.21358347,0.00019056979,0.00012533214,0.00028262543,0.00017937702,0.00023712384,0.022754317],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997707,0.000062156185,0.0000069238176,0.00001933694,0.000118039825,0.000022875121],"domain_scores_gemma":[0.99980885,0.000078188044,0.00001914128,0.00004362903,0.000039822316,0.000010399235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028473476,0.00049510726,0.0007506311,0.0006297538,0.00036859562,0.00059546804,0.0007375301,0.0008260919,0.004478059],"category_scores_gemma":[0.0010499345,0.0002808617,0.00055380544,0.0003730228,0.0005657616,0.00083487306,0.00075753836,0.00047887093,0.0011369858],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005290273,0.000025001684,0.00036296237,0.00013195365,0.000027287311,0.0002848946,0.00020420548,0.8734307,0.010263089,0.09466167,0.00093292276,0.019622408],"study_design_scores_gemma":[0.0000050891954,0.000015936355,0.00009691914,0.0000074439467,0.00000458995,0.00004523177,0.000015891568,0.9893115,0.00039176786,0.008044076,0.0020560797,0.0000053850563],"about_ca_topic_score_codex":0.003323085,"about_ca_topic_score_gemma":0.0032310742,"teacher_disagreement_score":0.004478059,"about_ca_system_score_codex":0.00038787563,"about_ca_system_score_gemma":0.0003921526,"threshold_uncertainty_score":0.014980614},"labels":[],"label_agreement":null},{"id":"W2198053671","doi":"10.1061/(asce)be.1943-5592.0000821","title":"Seismic Analysis of Long-Span Cable-Stayed Bridges by an Integrated Finite Strip Method","year":2015,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Bridge (graph theory); Span (engineering); Deck; Finite element method; Finite strip method; Engineering; Seismic analysis","score_opus":0.016818498520129937,"score_gpt":0.25289837612393784,"score_spread":0.2360798776038079,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2198053671","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.050398696,0.00009282737,0.9468155,0.000025573998,0.000010685645,0.000011775191,0.000034855515,0.0001566805,0.00245338],"genre_scores_gemma":[0.87653947,0.00024503688,0.11817389,0.000027363578,0.000022049384,0.0000717567,0.00015010822,0.000068658715,0.0047017024],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999199,0.000018989722,0.000003494322,0.000012971744,0.00003527619,0.000009342742],"domain_scores_gemma":[0.9999132,0.0000342416,0.000012748379,0.000011217429,0.000021086445,0.0000074745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000179853,0.00041704832,0.00033143786,0.00035791253,0.00012407714,0.0002775431,0.0006103535,0.00046490162,0.0016747486],"category_scores_gemma":[0.00025317978,0.00022375875,0.00042496138,0.0003026515,0.00033180203,0.00048469545,0.0004723879,0.00033470494,0.00017357376],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050667357,0.000042049203,0.0011689897,0.000054350676,0.000044883738,0.0001412442,0.00008365481,0.9239352,0.028869474,0.01008256,0.00028032842,0.03524664],"study_design_scores_gemma":[0.0000026179428,0.000019948811,0.00016625652,0.0000019256631,0.0000034236948,0.00001342228,0.000007093168,0.9983944,0.0005866506,0.00059153605,0.00021040537,0.000002206081],"about_ca_topic_score_codex":0.0011289433,"about_ca_topic_score_gemma":0.0013192758,"teacher_disagreement_score":0.0016747486,"about_ca_system_score_codex":0.00015850316,"about_ca_system_score_gemma":0.00031344846,"threshold_uncertainty_score":0.005602598},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"simulation_or_modeling","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"high"},{"model":"gpt","categories":[],"domain":null,"study_design":"simulation_or_modeling","genre":"methods","about_ca_system":false,"about_ca_topic":false,"confidence":"medium"}],"label_agreement":"agree"},{"id":"W2217296360","doi":"","title":"Principal resonance of parametrically excited moving viscoelastic belts with geometrical nonlinearity","year":2004,"lang":"en","type":"article","venue":"Tsinghua Science & Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Nonlinear system; Viscoelasticity; Multiple-scale analysis; Vibration; Mechanics; Stability (learning theory); Differential equation; Equations of motion; Classical mechanics; Physics; Tension (geology); Resonance (particle physics); Mathematical analysis; Mathematics; Control theory (sociology); Computer science; Acoustics; Thermodynamics","score_opus":0.006769209373159127,"score_gpt":0.22854287718139876,"score_spread":0.22177366780823965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2217296360","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9540079,0.00014590104,0.041852918,0.00010391201,0.000017674924,0.000012244346,0.000017231945,0.00006434107,0.0037778313],"genre_scores_gemma":[0.9975413,0.00004708111,0.0015330738,0.000005993957,0.0000040859572,0.000005440287,0.0000098743,0.0000047070894,0.00084845186],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999285,0.000015169743,0.0000029619605,0.0000141696155,0.000023524168,0.000015726213],"domain_scores_gemma":[0.99988854,0.000042403237,0.000029212966,0.00001416043,0.00001349678,0.000012232109],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018581515,0.00028101786,0.00020802388,0.00030247497,0.00020839114,0.0003116356,0.00031123505,0.00039060347,0.000809607],"category_scores_gemma":[0.0004309478,0.00013141807,0.0001978319,0.00015914209,0.0006571737,0.00042714702,0.00036019855,0.00021258228,0.00014842139],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004938041,0.00010673215,0.0033457018,0.00015583957,0.00003330666,0.0013242449,0.0009710296,0.15253675,0.78470486,0.031566307,0.00044848467,0.024312902],"study_design_scores_gemma":[0.000014522611,0.00015636168,0.0019503054,0.000008151102,0.0000063619027,0.00015022361,0.00012445415,0.96172756,0.032234557,0.0031219444,0.000489078,0.000016477838],"about_ca_topic_score_codex":0.00027582952,"about_ca_topic_score_gemma":0.00020173607,"teacher_disagreement_score":0.000809607,"about_ca_system_score_codex":0.00013981355,"about_ca_system_score_gemma":0.00007850718,"threshold_uncertainty_score":0.002708435},"labels":[],"label_agreement":null},{"id":"W2230336133","doi":"10.1016/b978-008043948-8/50175-2","title":"Parametric Study of Cable Vibration Effects on the Dynamic Response of Cable-stayed Bridges","year":2001,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Structural engineering; Vibration; Parametric statistics; Engineering; Acoustics; Physics; Mathematics","score_opus":0.009600795420812833,"score_gpt":0.21940603598717837,"score_spread":0.20980524056636554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2230336133","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9804238,0.00021173131,0.013713832,0.00002629605,0.000009753722,0.0000094901425,0.000050749357,0.000045384615,0.0055090114],"genre_scores_gemma":[0.9989827,0.000040443112,0.0003861207,0.0000015731931,0.0000025534566,0.0000033685706,0.0000122010215,0.0000038834546,0.0005670497],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998772,0.000031018968,0.0000036773336,0.00001275557,0.00004938373,0.000025949172],"domain_scores_gemma":[0.99948585,0.00038099918,0.000030974225,0.000051469186,0.000036497113,0.000014243043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001914021,0.00023950046,0.00024289243,0.00018655954,0.00016708349,0.00021186254,0.00045857026,0.0003387457,0.0023676215],"category_scores_gemma":[0.00095167616,0.00018770898,0.00020776698,0.00022610063,0.0003215199,0.00027614157,0.00032200367,0.00024986968,0.00014298092],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016191206,0.00030667783,0.0038618168,0.0002960369,0.000068866124,0.00096550764,0.0007264406,0.4091063,0.51491463,0.0034664907,0.0010837743,0.06358428],"study_design_scores_gemma":[0.00007583403,0.0018424087,0.03782999,0.00004099101,0.00006410688,0.00083893514,0.0005055005,0.8558887,0.09869632,0.0019183649,0.002234929,0.000063873515],"about_ca_topic_score_codex":0.00039612953,"about_ca_topic_score_gemma":0.0003686334,"teacher_disagreement_score":0.0023676215,"about_ca_system_score_codex":0.00009397888,"about_ca_system_score_gemma":0.00006828605,"threshold_uncertainty_score":0.007920444},"labels":[],"label_agreement":null},{"id":"W2248139501","doi":"","title":"Prédiction des vibrations éoliennes d'un système conducteur-amortisseur avec une méthode temporelle non linéaire","year":2013,"lang":"fr","type":"article","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Diction; Physics; Philosophy; Linguistics","score_opus":0.012159474337068307,"score_gpt":0.19016893143439947,"score_spread":0.17800945709733118,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2248139501","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032448024,0.00012884954,0.9655588,0.00004423247,0.00002764979,0.00005542009,0.00007313303,0.0007670949,0.0008967461],"genre_scores_gemma":[0.54798996,0.0003183123,0.44121101,0.000060181123,0.000028513403,0.0004994182,0.0003622778,0.00023494009,0.009295402],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99939156,0.00012260643,0.00003693297,0.00023159821,0.00016468756,0.000052615276],"domain_scores_gemma":[0.9987639,0.00082418637,0.00012443954,0.00007917858,0.00017929805,0.00002901143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008125214,0.0010701448,0.0009040853,0.00059717626,0.0005098284,0.0010096004,0.0008709482,0.0016084189,0.0035676179],"category_scores_gemma":[0.0019743287,0.0006776168,0.0013203488,0.0004385039,0.0004999571,0.0007548731,0.0005151697,0.0013275867,0.00084859086],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016593488,0.0000548379,0.0016721026,0.0001700153,0.00007110981,0.00006065546,0.0001231275,0.9094157,0.0216974,0.0009714277,0.00024056346,0.06535701],"study_design_scores_gemma":[0.0000064555616,0.000034548942,0.00034334543,0.000006665999,0.000006845536,0.000010606073,0.000010378936,0.99644226,0.0026129475,0.0001671635,0.00035183813,0.000006953491],"about_ca_topic_score_codex":0.020711528,"about_ca_topic_score_gemma":0.012568244,"teacher_disagreement_score":0.020711528,"about_ca_system_score_codex":0.0006626949,"about_ca_system_score_gemma":0.0012628284,"threshold_uncertainty_score":0.04118198},"labels":[],"label_agreement":null},{"id":"W2249690112","doi":"10.4271/2009-01-0818","title":"Finite Element Analyses and Correlations on Oil Canning of a Door Outer Panel","year":2009,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Chrysler (Canada)","funders":"","keywords":"Finite element method; Engineering; Computer science; Structural engineering","score_opus":0.021055554895887143,"score_gpt":0.2645117520115214,"score_spread":0.24345619711563424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2249690112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98606014,0.000029801218,0.012221109,0.000024770483,0.0000066082944,0.000007770043,0.000070113696,0.00009160837,0.0014880296],"genre_scores_gemma":[0.99827445,0.000010931724,0.0009568811,0.000002429681,9.1022366e-7,0.0000027647795,0.000040248582,0.000013697222,0.00069764926],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997898,0.00003583064,0.000009609047,0.00003026536,0.000095116055,0.00003933211],"domain_scores_gemma":[0.99885166,0.0006844991,0.00008768585,0.0001076147,0.00022287483,0.000045733977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040330176,0.00025710766,0.00058878463,0.0008797462,0.00061850087,0.0004907617,0.0005364443,0.0007320344,0.0019453828],"category_scores_gemma":[0.0013577421,0.00028127278,0.00039434398,0.00074019167,0.000634415,0.00040928097,0.00021640451,0.00042518583,0.00025553067],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012934289,0.00034117114,0.021032507,0.00008193161,0.00003570718,0.00047734304,0.00026496773,0.81151813,0.13879144,0.002111677,0.0004610904,0.023590578],"study_design_scores_gemma":[0.0000089814675,0.00011120378,0.014777318,0.0000050512663,0.0000127775165,0.00003825325,0.00016076739,0.9491377,0.035305746,0.00019501298,0.00022865436,0.00001860432],"about_ca_topic_score_codex":0.0065750987,"about_ca_topic_score_gemma":0.0083483225,"teacher_disagreement_score":0.0065750987,"about_ca_system_score_codex":0.000514975,"about_ca_system_score_gemma":0.0005699981,"threshold_uncertainty_score":0.013073683},"labels":[],"label_agreement":null},{"id":"W2264680626","doi":"","title":"Evolutionary Aseismic Design And Retrofit Of Buildings","year":2006,"lang":"en","type":"article","venue":"Proceedings of the Joint CIB W78, W102, ICCCBE, ICCC, and DMUCE International Conference on Computing and Decision Making in Civil and Building Engineering, Montreal, Canada, 14-16 June","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dissipation; Damper; Context (archaeology); Nonlinear system; Induced seismicity; Computer science; Structural engineering; Frame (networking); Engineering; Geology; Mechanical engineering; Civil engineering","score_opus":0.008964112494945314,"score_gpt":0.20987644997699498,"score_spread":0.20091233748204967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2264680626","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11472919,0.00023990782,0.8672074,0.00015148225,0.00003324413,0.00008300463,0.000037329006,0.00019117363,0.017327337],"genre_scores_gemma":[0.7899644,0.00034786796,0.199117,0.00006745642,0.00001769247,0.00021506388,0.00007907104,0.00004951907,0.0101419],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975854,0.00008861052,0.000009595771,0.00004489441,0.00006973543,0.00002857055],"domain_scores_gemma":[0.99985456,0.00004280239,0.000032346303,0.000015567255,0.000041273113,0.000013550541],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045565044,0.0004749756,0.0003410755,0.000513028,0.00023072131,0.0005781245,0.00081644475,0.0006189142,0.0015332031],"category_scores_gemma":[0.0007230758,0.0002672631,0.0004829938,0.00031488435,0.00053466257,0.0003152547,0.0007549932,0.00036819314,0.00023428074],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018375818,0.000032002306,0.00055054296,0.000025462785,0.000014656421,0.00004897098,0.00005048257,0.9544054,0.004224023,0.011925414,0.00016935777,0.028535368],"study_design_scores_gemma":[0.00000722893,0.00009620546,0.00024955467,0.000010286343,0.000008761725,0.000045539604,0.000025887697,0.9921556,0.0010043248,0.0042858496,0.0021055986,0.0000051636434],"about_ca_topic_score_codex":0.0010159614,"about_ca_topic_score_gemma":0.001126319,"teacher_disagreement_score":0.0015332031,"about_ca_system_score_codex":0.000490855,"about_ca_system_score_gemma":0.00039199414,"threshold_uncertainty_score":0.005129099},"labels":[],"label_agreement":null},{"id":"W2268783515","doi":"10.1007/978-3-642-23244-2_33","title":"Control of Oscillations and Instabilities in a Single Block Rocking on a Cylinder","year":2011,"lang":"en","type":"book-chapter","venue":"Mechatronics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"STMicroelectronics (Canada)","funders":"","keywords":"Control theory (sociology); Controller (irrigation); Nonlinear system; Cylinder; Frequency domain; Bifurcation; Range (aeronautics); Block (permutation group theory); Time domain; Physics; Computer science; Engineering; Mathematics; Control (management); Mathematical analysis; Geometry; Mechanical engineering; Aerospace engineering","score_opus":0.014647750889193047,"score_gpt":0.1799308615110349,"score_spread":0.16528311062184187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2268783515","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4824111,0.0013788118,0.4622436,0.00029699653,0.00016292905,0.000072014336,0.00005000581,0.0005124737,0.052872095],"genre_scores_gemma":[0.9794742,0.00034287976,0.011369415,0.000017323913,0.000024910942,0.000035997593,0.000020209176,0.00003398382,0.008681218],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999397,0.000009399346,0.0000024985459,0.000009189311,0.000028688662,0.000010501139],"domain_scores_gemma":[0.9999224,0.000037945563,0.000012698225,0.0000074630507,0.000010875475,0.000008597417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015168695,0.0002655119,0.00039088863,0.00017666645,0.0003173977,0.0004568534,0.00046515965,0.00035753276,0.0014825467],"category_scores_gemma":[0.00025934685,0.0001531236,0.00019407248,0.0001343252,0.0004751943,0.00024883173,0.000449822,0.00031222147,0.00014229814],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005303503,0.00008255704,0.00042075774,0.00021998779,0.000037637878,0.00026568002,0.0003799801,0.5535129,0.27959272,0.05250838,0.0014788421,0.11097028],"study_design_scores_gemma":[0.000024930043,0.00012464618,0.00034530388,0.0000106522075,0.0000069753232,0.000042666696,0.000029522553,0.9843002,0.00784874,0.005479918,0.001773143,0.0000133339145],"about_ca_topic_score_codex":0.0010980149,"about_ca_topic_score_gemma":0.0014713956,"teacher_disagreement_score":0.0014825467,"about_ca_system_score_codex":0.0001844095,"about_ca_system_score_gemma":0.00019842168,"threshold_uncertainty_score":0.0049595833},"labels":[],"label_agreement":null},{"id":"W2276227205","doi":"10.1007/s10483-006-0104-1","title":"A finite difference method for simulating transverse vibrations of an axially moving viscoelastic string","year":2006,"lang":"en","type":"article","venue":"Applied Mathematics and Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Viscoelasticity; String (physics); Truncation (statistics); Axial symmetry; Finite difference method; Nonlinear system; Discretization; Transverse plane; Finite difference; Mathematical analysis; Computation; Vibration; Truncation error; Mathematics; Numerical analysis; Stability (learning theory); Applied mathematics; Physics; Geometry; Computer science; Structural engineering; Algorithm; Acoustics; Engineering","score_opus":0.010656755304696097,"score_gpt":0.23134641492216823,"score_spread":0.22068965961747214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2276227205","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23398568,0.00020491943,0.75595593,0.00024288785,0.00019490918,0.00014110646,0.000104533516,0.0005882712,0.0085817315],"genre_scores_gemma":[0.8346533,0.0001110218,0.15988392,0.00008582242,0.000021738082,0.00014109084,0.00007346538,0.000077204575,0.004952545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988854,0.00003053276,0.0000071806753,0.000016222168,0.000045229102,0.000012395386],"domain_scores_gemma":[0.9995396,0.00026637054,0.000031008196,0.000027167745,0.00009235496,0.000043555432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044924003,0.0003723877,0.00047652857,0.00031183416,0.00049942534,0.00051629636,0.0010073775,0.0015132121,0.0022105733],"category_scores_gemma":[0.0012331659,0.00031840394,0.0003549119,0.00029480277,0.0006105097,0.0004898982,0.00060774625,0.0005639343,0.0001926374],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016491645,0.00013411629,0.0009440441,0.00009120754,0.000024488341,0.00014083053,0.00013976803,0.94886005,0.021736747,0.004664201,0.00030630856,0.022793213],"study_design_scores_gemma":[0.000009043895,0.000023974717,0.0000444675,0.000002621938,0.0000024279323,0.000007888083,0.0000064251913,0.9988487,0.00072812795,0.00014731141,0.00017590424,0.0000031423342],"about_ca_topic_score_codex":0.004947467,"about_ca_topic_score_gemma":0.003503089,"teacher_disagreement_score":0.004947467,"about_ca_system_score_codex":0.00038213012,"about_ca_system_score_gemma":0.00071876607,"threshold_uncertainty_score":0.009837329},"labels":[],"label_agreement":null},{"id":"W2287668916","doi":"10.14288/1.0080778","title":"Finite element modeling of non-linear structural response of transmission towers including bolted joint slippage","year":2011,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Slippage; Finite element method; Joint (building); Structural engineering; Bolted joint; Transmission (telecommunications); Engineering; Element (criminal law); Law; Electrical engineering","score_opus":0.01877480696203147,"score_gpt":0.18902301077481742,"score_spread":0.17024820381278596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2287668916","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52322453,0.00042209047,0.4554923,0.00023365715,0.00005904612,0.00010558886,0.00042058885,0.00069987227,0.019342333],"genre_scores_gemma":[0.96260947,0.00037931825,0.027342925,0.000035012366,0.000008957915,0.00010682422,0.00023168583,0.00004729526,0.009238511],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989474,0.000023376155,0.0000068885815,0.000019313278,0.000035874098,0.000019773826],"domain_scores_gemma":[0.99985933,0.000051264455,0.000024434252,0.000015010342,0.00004066242,0.000009344449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023515352,0.00047631335,0.0004350423,0.00040993775,0.00033163192,0.00054674293,0.0009785887,0.0010749861,0.0012955804],"category_scores_gemma":[0.000404684,0.00041654514,0.00057598064,0.00033577898,0.00046000892,0.0004144443,0.00031850112,0.00040037133,0.0004026842],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000101655105,0.00001529986,0.0006658382,0.000016547796,0.000008601085,0.000064537,0.000041205396,0.9914723,0.0049864384,0.00054330623,0.00006440879,0.002111414],"study_design_scores_gemma":[0.0000015318553,0.000010598367,0.0003309688,0.0000028547513,0.000002687449,0.000009836845,0.000011776834,0.99892443,0.00046580436,0.0000719308,0.00016491275,0.0000026396472],"about_ca_topic_score_codex":0.01513215,"about_ca_topic_score_gemma":0.013641,"teacher_disagreement_score":0.01513215,"about_ca_system_score_codex":0.0005203553,"about_ca_system_score_gemma":0.0008343557,"threshold_uncertainty_score":0.030088186},"labels":[],"label_agreement":null},{"id":"W2289356749","doi":"10.1017/cbo9780511760792.011","title":"Measurement of Modal Damping for the Shells Used in Ovalling Experiments","year":2010,"lang":"en","type":"other","venue":"Fluid-structure interactions","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Modal; Acoustics; Physics; Materials science; Composite material","score_opus":0.019683472097533003,"score_gpt":0.27052725215772916,"score_spread":0.25084378006019614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2289356749","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89881307,0.00031876078,0.076513425,0.0001123919,0.00012686964,0.00022606671,0.0025486106,0.0011373665,0.020203361],"genre_scores_gemma":[0.9654255,0.00025718418,0.020483818,0.000054008095,0.000009873414,0.00024137487,0.0010075377,0.00039871963,0.012122],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995372,0.00003346344,0.000023372924,0.00010806799,0.00022518107,0.00007272542],"domain_scores_gemma":[0.99891686,0.00027329693,0.00013700606,0.00024991823,0.00032601607,0.00009678582],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006786631,0.0006730773,0.00031246443,0.0010247735,0.00072406634,0.00027212035,0.0005609307,0.00043760487,0.009949078],"category_scores_gemma":[0.0013657126,0.00029101275,0.0002738976,0.00055247126,0.0004557851,0.00046260553,0.0005901457,0.0005284779,0.0018790273],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003407137,0.00008721309,0.0013529487,0.000117428564,0.0000059095773,0.000042297113,0.00016626403,0.0002517921,0.9854438,0.00021918866,0.0003600291,0.011612559],"study_design_scores_gemma":[0.000015144005,0.00038752996,0.013835067,0.0000142357985,0.000016920125,0.000072613686,0.000097562945,0.0013605638,0.9810636,0.000096392105,0.0030226388,0.00001783311],"about_ca_topic_score_codex":0.0009931509,"about_ca_topic_score_gemma":0.002437477,"teacher_disagreement_score":0.009949078,"about_ca_system_score_codex":0.00014590527,"about_ca_system_score_gemma":0.00017941144,"threshold_uncertainty_score":0.033282995},"labels":[],"label_agreement":null},{"id":"W2308775435","doi":"10.1142/s1758825116500356","title":"On the Perturbation Methods for Vibration Analysis of Linear Time-Varying Systems","year":2016,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University","funders":"National Natural Science Foundation of China","keywords":"Perturbation (astronomy); Poincaré–Lindstedt method; Vibration; Ordinary differential equation; Mathematics; Harmonic balance; Mathematical analysis; Numerical analysis; Linear system; Multiple-scale analysis; Applied mathematics; Differential equation; Singular perturbation; Nonlinear system; Control theory (sociology); Physics; Computer science","score_opus":0.013001864741722463,"score_gpt":0.277738682966881,"score_spread":0.2647368182251585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2308775435","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012324055,0.0020952402,0.9939919,0.00007966393,0.00009621858,0.000026577662,0.00001537672,0.000055048982,0.0024074486],"genre_scores_gemma":[0.17792144,0.019522605,0.79069453,0.00027425698,0.00097424304,0.0005261158,0.00014987323,0.0002680621,0.00966886],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993574,0.0003510284,0.000029098544,0.000059358194,0.00018240088,0.00002072333],"domain_scores_gemma":[0.9992654,0.0005186879,0.000047882073,0.00005119268,0.000094098505,0.000022756078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011617773,0.0012747445,0.0006918299,0.0011135326,0.00036861742,0.00057665765,0.00083054317,0.00079527654,0.0017796567],"category_scores_gemma":[0.001919961,0.00031650809,0.00086776563,0.0014498043,0.0011317305,0.0010216954,0.0010285352,0.0021103083,0.000631821],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000791207,0.00011599684,0.00047385172,0.0011147038,0.00014481957,0.0005488554,0.00044678114,0.30491462,0.030850157,0.4760665,0.0033896915,0.18185492],"study_design_scores_gemma":[0.000008237252,0.000060876366,0.00021586045,0.00007829124,0.000021353682,0.00013021397,0.00003182181,0.89882493,0.0022982738,0.08923965,0.009060019,0.000030486217],"about_ca_topic_score_codex":0.0010877438,"about_ca_topic_score_gemma":0.0005454804,"teacher_disagreement_score":0.0017796567,"about_ca_system_score_codex":0.00032595842,"about_ca_system_score_gemma":0.00034778102,"threshold_uncertainty_score":0.006144166},"labels":[],"label_agreement":null},{"id":"W2312353658","doi":"10.4133/sageep2013-028.1","title":"THE MICROVIBE, A NEW MULTI-COMPONENT PORTABLE SEISMIC VIBRATOR","year":2013,"lang":"en","type":"article","venue":"Symposium on the Application of Geophysics to Engineering and Environmental Problems 2013","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geological Survey of Canada","funders":"","keywords":"Vibrator (electronic); Component (thermodynamics); Computer science; Seismic vibrator; Acoustics; Physics","score_opus":0.003058454421953826,"score_gpt":0.15234540748312425,"score_spread":0.14928695306117043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312353658","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13137409,0.004232687,0.8317731,0.0004918323,0.00061164005,0.00079512916,0.002101634,0.009149189,0.019470803],"genre_scores_gemma":[0.38847387,0.0013121306,0.5812883,0.0004863456,0.00018511781,0.00074039353,0.0026680706,0.00072659395,0.02411929],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916816,0.000059330094,0.000041996453,0.00019390538,0.0004902614,0.00004630478],"domain_scores_gemma":[0.9995043,0.00015966472,0.00008460746,0.0000814262,0.00010460498,0.00006533944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007170782,0.00053556025,0.00068904564,0.0012429866,0.00016921718,0.0005000169,0.0015769333,0.00065924885,0.006380976],"category_scores_gemma":[0.0014080944,0.000572849,0.0004133108,0.0006695317,0.00034699598,0.0008247732,0.0014291573,0.0007347794,0.0013132079],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002788121,0.00008010399,0.0020689683,0.0006548346,0.000035779172,0.00013497267,0.00014721553,0.0012413915,0.71162456,0.002324129,0.00532916,0.2760801],"study_design_scores_gemma":[0.0005810957,0.0063896244,0.06062528,0.00048426722,0.00036608413,0.010512572,0.00031013857,0.06712993,0.5226542,0.0029553776,0.3274525,0.00053891505],"about_ca_topic_score_codex":0.00039368327,"about_ca_topic_score_gemma":0.00093464233,"teacher_disagreement_score":0.006380976,"about_ca_system_score_codex":0.00023629413,"about_ca_system_score_gemma":0.00040125643,"threshold_uncertainty_score":0.02134651},"labels":[],"label_agreement":null},{"id":"W2312554757","doi":"10.3166/jesa.45.693-713","title":"Une méthode du point fixe pour la mise en œuvre de la commande prédictive non linéaire sous contraintes sur des EDP. Application à la stabilisation sous contraintes de l'équation aux dérivées partielles non linéaires de Kuramoto-Sivashinski","year":2011,"lang":"fr","type":"article","venue":"Journal Européen des Systèmes Automatisés","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Mathematics","score_opus":0.016547675760593853,"score_gpt":0.24115460370533517,"score_spread":0.22460692794474132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312554757","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0043782173,0.00021130909,0.9943646,0.00007776518,0.0000925154,0.000028617354,0.000018650015,0.00009501204,0.000733256],"genre_scores_gemma":[0.21533698,0.0012007973,0.7648929,0.00015654339,0.00015758982,0.00053865986,0.00013544962,0.0002343464,0.017346751],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9992387,0.00022410469,0.000037088754,0.00017532165,0.0002780182,0.000046779176],"domain_scores_gemma":[0.9982381,0.0011731623,0.00006301556,0.00010850619,0.0003688162,0.00004841252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018390041,0.0012241108,0.0011527692,0.0008489588,0.000783895,0.0011297474,0.0012259177,0.0021709227,0.005381083],"category_scores_gemma":[0.006762621,0.00068920746,0.001205252,0.0006877787,0.001747795,0.0010014685,0.0013335097,0.003263676,0.0011014149],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006221246,0.000114198745,0.0010560274,0.0005714138,0.00029108673,0.0004968776,0.00073141,0.45136157,0.041000318,0.10242163,0.0031299114,0.39820334],"study_design_scores_gemma":[0.00009706297,0.00027278948,0.00055977947,0.00009137687,0.000061681974,0.00017324447,0.00007570165,0.96720546,0.013389148,0.009971038,0.008022991,0.00007958601],"about_ca_topic_score_codex":0.008415564,"about_ca_topic_score_gemma":0.0051201573,"teacher_disagreement_score":0.008415564,"about_ca_system_score_codex":0.000976931,"about_ca_system_score_gemma":0.0012148566,"threshold_uncertainty_score":0.018001497},"labels":[],"label_agreement":null},{"id":"W2314451147","doi":"10.1061/40642(253)8","title":"3.0 Loads","year":2002,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro One (Canada); BC Hydro (Canada)","funders":"","keywords":"Wind engineering; Redundancy (engineering); Storm; Computer science; Grid; Reliability engineering; Environmental science; Structural engineering; Meteorology; Engineering; Geology","score_opus":0.0077362373241325845,"score_gpt":0.16861675746450255,"score_spread":0.16088052014036996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314451147","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020304807,0.00042128543,0.054540124,0.0009869387,0.00051153486,0.00049059413,0.0030174847,0.0060699712,0.9136572],"genre_scores_gemma":[0.3627324,0.0009347497,0.021589173,0.0015678152,0.00038830077,0.0006846763,0.006144857,0.0028773271,0.60308063],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9974607,0.00020065802,0.000089111025,0.00023722071,0.0016364827,0.00037579847],"domain_scores_gemma":[0.9989089,0.000094613206,0.00006166617,0.00015199513,0.00068801426,0.00009480486],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00090794015,0.0015503716,0.0006859351,0.0014470305,0.001723874,0.0047844294,0.0017434849,0.0020921642,0.12876539],"category_scores_gemma":[0.0021388687,0.0004894709,0.0007917985,0.0013740859,0.0007322325,0.0030010855,0.0025583764,0.0011115284,0.07498213],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006356073,0.0003158284,0.008216561,0.0008014667,0.00003649656,0.00086943276,0.001205944,0.03322809,0.039774247,0.13552971,0.31354105,0.46584567],"study_design_scores_gemma":[0.00006848265,0.00025863823,0.0055711777,0.0002017976,0.00002508167,0.000758317,0.00060616026,0.020661531,0.014166166,0.023050059,0.9345343,0.00009824358],"about_ca_topic_score_codex":0.0047535147,"about_ca_topic_score_gemma":0.0037709484,"teacher_disagreement_score":0.8712346,"about_ca_system_score_codex":0.002149031,"about_ca_system_score_gemma":0.0013710454,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W2314696314","doi":"10.2514/6.2002-1378","title":"Dynamic Behavior of Thin Film Membrane Strips","year":2002,"lang":"en","type":"article","venue":"43rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Standards Association","funders":"National Aeronautics and Space Administration","keywords":"STRIPS; Materials science; Membrane; Computer science; Composite material; Chemistry","score_opus":0.010304257689180949,"score_gpt":0.21007420003309357,"score_spread":0.19976994234391263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314696314","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99593425,0.00014312238,0.0014322983,0.000048849124,0.000015461463,0.000003911075,0.00006132414,0.00003783324,0.0023228894],"genre_scores_gemma":[0.99797577,0.000078250094,0.0003834593,0.000012850293,0.0000034738518,0.0000032783141,0.0000661654,0.0000065546246,0.0014703445],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999486,0.0000050006524,0.0000014447385,0.000011853901,0.000016196582,0.000016910522],"domain_scores_gemma":[0.9998647,0.000042537176,0.000023698976,0.000014026283,0.000032057036,0.000022893684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000075981596,0.00015573105,0.00013052252,0.00014809413,0.00015836327,0.0002651686,0.00020402292,0.00028761293,0.0026817175],"category_scores_gemma":[0.0002703232,0.00011085098,0.00010600277,0.00016049102,0.00016594667,0.00025993155,0.00013579788,0.0002865966,0.00036789034],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003800113,0.000042929158,0.0005782515,0.000036229667,0.000011281138,0.00019590952,0.00006845401,0.007098233,0.9864978,0.0008142262,0.00022530991,0.004051481],"study_design_scores_gemma":[0.00004895726,0.000711591,0.012656227,0.00002492944,0.00002255605,0.0002056434,0.00025116547,0.1906737,0.7923408,0.0007169949,0.0023088863,0.00003852555],"about_ca_topic_score_codex":0.00050880696,"about_ca_topic_score_gemma":0.00029621145,"teacher_disagreement_score":0.0026817175,"about_ca_system_score_codex":0.00020001309,"about_ca_system_score_gemma":0.000088329114,"threshold_uncertainty_score":0.008971274},"labels":[],"label_agreement":null},{"id":"W2315515280","doi":"10.2514/6.2005-1086","title":"An Updated Lagrangian Monolithic Formulation for Steady-State Fluid-Structure Interaction Problems","year":2005,"lang":"en","type":"article","venue":"43rd AIAA Aerospace Sciences Meeting and Exhibit","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Lagrangian; Steady state (chemistry); Computer science; Fluid–structure interaction; Applied mathematics; Statistical physics; Physics; Mathematical optimization; Mathematics; Finite element method; Thermodynamics; Chemistry","score_opus":0.010534301913167182,"score_gpt":0.24461925349909527,"score_spread":0.2340849515859281,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2315515280","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0124645885,0.00030180303,0.9665286,0.0003039419,0.00022723353,0.000071196686,0.00015442487,0.00022911579,0.019719092],"genre_scores_gemma":[0.48957688,0.00071996794,0.46468267,0.00070013193,0.00048071714,0.0005064559,0.0007355536,0.00073299237,0.041864652],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997565,0.00005539311,0.000011791692,0.000024985304,0.00012236649,0.000028872006],"domain_scores_gemma":[0.99964964,0.00008852502,0.00003300256,0.000047345995,0.0001363936,0.000045041015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007002942,0.0007082536,0.0009420997,0.00062008563,0.0004757033,0.0013236457,0.0019558792,0.0015687346,0.006000745],"category_scores_gemma":[0.0012857408,0.00069735886,0.0005840673,0.0005265461,0.0007617928,0.0013617742,0.001652085,0.0012531219,0.0013218921],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008308326,0.00013775038,0.000465018,0.00011624573,0.000036874375,0.00017134665,0.000060521706,0.8720615,0.0051239915,0.08718261,0.0043692463,0.030191874],"study_design_scores_gemma":[0.000007795071,0.000009056792,0.0000521512,0.0000031790996,0.000003157044,0.0000072297303,0.0000045239394,0.99626875,0.000150483,0.0026609595,0.000829103,0.0000035908874],"about_ca_topic_score_codex":0.0031770985,"about_ca_topic_score_gemma":0.0063068736,"teacher_disagreement_score":0.006000745,"about_ca_system_score_codex":0.0005296458,"about_ca_system_score_gemma":0.0012708555,"threshold_uncertainty_score":0.020074546},"labels":[],"label_agreement":null},{"id":"W2316280311","doi":"10.1061/40889(201)191","title":"Motion-Induced and Parametric Excitations of Stay Cables: A Case Study","year":2006,"lang":"en","type":"article","venue":"Structures Congress 2006","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Parametric statistics; Vibration; Finite element method; Bridge (graph theory); Aeroelasticity; Motion (physics); Structural engineering; Computer science; Scheme (mathematics); Engineering; Acoustics; Aerospace engineering; Aerodynamics; Physics; Mathematics","score_opus":0.00898944873617106,"score_gpt":0.2343923386720476,"score_spread":0.22540288993587654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316280311","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.947416,0.00010350359,0.047241643,0.000076068936,0.000010108447,0.00006198579,0.00006205826,0.00007033107,0.004958256],"genre_scores_gemma":[0.99550265,0.000079464175,0.0031853118,0.000005100067,0.0000046793034,0.000017096847,0.00001852535,0.0000049988425,0.001182167],"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","domain_scores_codex":[0.9997826,0.000068416586,0.0000075958205,0.000022270664,0.00008257465,0.000036464844],"domain_scores_gemma":[0.99960214,0.00025961353,0.000042483163,0.0000361726,0.00003318726,0.000026251284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026941005,0.00035490026,0.000253351,0.00028459312,0.00048440954,0.00040029633,0.000424359,0.000982548,0.0016458561],"category_scores_gemma":[0.00079522544,0.00015856558,0.00030876757,0.0003011209,0.0005980007,0.00041569385,0.00049213803,0.00043345793,0.00013094912],"study_design_candidate":"case_report","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011683645,0.00045081944,0.037786305,0.00055712904,0.000084431595,0.020620143,0.0023591486,0.7326555,0.100416884,0.020014537,0.0021245452,0.081762254],"study_design_scores_gemma":[0.00017604668,0.0035006844,0.046567727,0.00010443818,0.000091719805,0.007205933,0.004301458,0.8504357,0.07424912,0.0060703363,0.007193498,0.00010339731],"about_ca_topic_score_codex":0.0012413652,"about_ca_topic_score_gemma":0.0024936374,"teacher_disagreement_score":0.0016458561,"about_ca_system_score_codex":0.0002765141,"about_ca_system_score_gemma":0.00019917611,"threshold_uncertainty_score":0.005505979},"labels":[],"label_agreement":null},{"id":"W2318422210","doi":"10.1061/9780784479414.037","title":"Updated Gust Response Factors for Transmission Line Loading","year":2015,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Wind speed; Transmission line; Engineering; Tower; Structural engineering; Line (geometry); Meteorology; Mathematics; Electrical engineering; Geography; Geometry","score_opus":0.02704622319164776,"score_gpt":0.2546738450077076,"score_spread":0.22762762181605986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2318422210","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010786416,0.002793435,0.9040409,0.001470832,0.0026285423,0.00027736765,0.0019676792,0.0024229,0.07361196],"genre_scores_gemma":[0.25057092,0.0066643297,0.6336242,0.0011584624,0.001653254,0.0006035998,0.0046024807,0.00236247,0.09876017],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9953603,0.000660676,0.00030742225,0.00047423292,0.0029832553,0.00021403891],"domain_scores_gemma":[0.9957086,0.00061650894,0.00025724206,0.00041213658,0.0029441295,0.00006136043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025272174,0.0020925587,0.0009001649,0.0032743206,0.00073292304,0.0023489345,0.0025710172,0.0017413392,0.010368792],"category_scores_gemma":[0.009979056,0.00068071263,0.0015017306,0.001902887,0.0007087354,0.004121218,0.0014445399,0.0033570442,0.0046626744],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017370516,0.00016948655,0.005134808,0.0006091173,0.000085056985,0.00053539255,0.00061586115,0.15050519,0.010374278,0.17914635,0.121967666,0.5306831],"study_design_scores_gemma":[0.00008648564,0.00027157564,0.006329785,0.00047721728,0.00014556735,0.0011914168,0.00038050525,0.406641,0.01326592,0.052931737,0.5177432,0.00053561473],"about_ca_topic_score_codex":0.01071987,"about_ca_topic_score_gemma":0.008901084,"teacher_disagreement_score":0.01071987,"about_ca_system_score_codex":0.002306942,"about_ca_system_score_gemma":0.0018845281,"threshold_uncertainty_score":0.0346871},"labels":[],"label_agreement":null},{"id":"W2318442556","doi":"10.1115/imece2015-50951","title":"Nonlinear Damping on Large-Amplitude Vibrations of Plates","year":2015,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Laser Doppler vibrometer; Laser scanning vibrometry; Vibration; Exciter; Amplitude; Acoustics; Nonlinear system; Optics; Modal analysis; Materials science; Harmonic; Modal testing; Laser; Physics; Laser power scaling","score_opus":0.019777899182570488,"score_gpt":0.24746266173618284,"score_spread":0.22768476255361236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2318442556","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9924596,0.0001753651,0.0063321018,0.00002109311,0.000006438295,0.000005935366,0.000014865192,0.000036283185,0.0009484109],"genre_scores_gemma":[0.99897695,0.000050506904,0.00071699324,0.0000027426192,0.0000019951344,0.000003481239,0.000009024267,0.000003526372,0.00023471311],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998493,0.000020745754,0.0000026973767,0.00002026379,0.000092606395,0.000014336354],"domain_scores_gemma":[0.9995024,0.00030970355,0.00006867965,0.000042141957,0.000050826893,0.000026204345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001458164,0.0003596929,0.00020892672,0.00018339176,0.00013063122,0.00013254897,0.00029793516,0.00019706435,0.001078917],"category_scores_gemma":[0.00065716397,0.00015260512,0.00014416622,0.00009567768,0.000679827,0.00019669229,0.0003357252,0.00024011369,0.00019404342],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013839152,0.000014190494,0.00058529904,0.00008632861,0.0000069370785,0.00015060212,0.00013725903,0.006143348,0.9886286,0.00023017886,0.00002759899,0.003851214],"study_design_scores_gemma":[0.000052907602,0.0006939769,0.020589007,0.00003036846,0.000025102545,0.0003969876,0.00017405255,0.15441146,0.8224532,0.0004996745,0.0006394172,0.00003388089],"about_ca_topic_score_codex":0.00050854875,"about_ca_topic_score_gemma":0.00061038573,"teacher_disagreement_score":0.001078917,"about_ca_system_score_codex":0.00014577512,"about_ca_system_score_gemma":0.000096640935,"threshold_uncertainty_score":0.0036092997},"labels":[],"label_agreement":null},{"id":"W2319177433","doi":"10.1142/9789812772428_0019","title":"Global Bifurcation and Chaotic Behavior Research of a Truncated Conical Shallow Shell Rotating Around a Single Axle","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Axle; Bifurcation; Chaotic; Conical surface; Shell (structure); Bifurcation diagram; Physics; Saddle-node bifurcation; Mechanics; Control theory (sociology); Computer science; Geometry; Engineering; Mathematics; Nonlinear system; Mechanical engineering; Artificial intelligence","score_opus":0.03431670621020747,"score_gpt":0.29636551594593913,"score_spread":0.26204880973573164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319177433","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9533834,0.00008890908,0.040302653,0.00011810562,0.000023789456,0.000016252267,0.000037133257,0.000055240555,0.0059745065],"genre_scores_gemma":[0.9976826,0.000023487544,0.0014679842,0.0000051274924,0.0000035209798,0.000004125993,0.000015242514,0.000006448974,0.00079140393],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99995065,0.000009990882,0.0000019938782,0.000012458804,0.000012057455,0.000012870051],"domain_scores_gemma":[0.99989045,0.000021763999,0.000024920066,0.000012194197,0.0000216794,0.000029036757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015289878,0.00027883906,0.00040121205,0.0004766508,0.00046051134,0.00036808822,0.00039321705,0.00042998797,0.00097272836],"category_scores_gemma":[0.00039950927,0.00016914637,0.0003693371,0.00017283224,0.0007366819,0.00043159386,0.00051561644,0.0002548764,0.00010414449],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007740549,0.00010844095,0.01174202,0.00014892513,0.0001372672,0.0021828194,0.0008020378,0.6681696,0.20259947,0.0928164,0.0011212016,0.01939777],"study_design_scores_gemma":[0.000015036715,0.00009178213,0.0029480949,0.000005187691,0.000013425097,0.00010548042,0.0001152944,0.98825747,0.0028000206,0.005384198,0.00024722118,0.000016864833],"about_ca_topic_score_codex":0.001229242,"about_ca_topic_score_gemma":0.0005376693,"teacher_disagreement_score":0.001229242,"about_ca_system_score_codex":0.000327858,"about_ca_system_score_gemma":0.00024588188,"threshold_uncertainty_score":0.003254056},"labels":[],"label_agreement":null},{"id":"W2319587217","doi":"10.1061/40642(253)22","title":"The Cross Rope Suspension Structure","year":2002,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rope; Conductor; Structural engineering; Wire rope; Overhead (engineering); Electric power transmission; Electrical conductor; Engineering; Computer science; Electrical engineering; Materials science","score_opus":0.006071494990394205,"score_gpt":0.1961646349246545,"score_spread":0.1900931399342603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319587217","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1172878,0.002107366,0.56367385,0.0008155594,0.0008542923,0.0004762758,0.000544225,0.0040452722,0.3101954],"genre_scores_gemma":[0.6756107,0.0013760739,0.16188896,0.0003766516,0.00021310967,0.00026800463,0.0009298124,0.00024104505,0.15909557],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99956745,0.00003273555,0.00001690035,0.00009972592,0.00022945352,0.00005369968],"domain_scores_gemma":[0.999851,0.000011216859,0.00002265803,0.000019721116,0.000065944194,0.000029527135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020831327,0.0004922858,0.0002153209,0.0007095281,0.0006186371,0.00087314675,0.0007637612,0.00083639077,0.009997804],"category_scores_gemma":[0.0002066111,0.00025100747,0.00033372993,0.00036057888,0.00043044856,0.000784933,0.0008926837,0.00054146996,0.0049278555],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019441528,0.00012721268,0.003642995,0.0007578745,0.0000684487,0.0025563892,0.000845612,0.042084433,0.32009235,0.11974264,0.022501912,0.48738578],"study_design_scores_gemma":[0.00008934654,0.0023140134,0.0045198314,0.00018766805,0.00007796504,0.0052371346,0.00037887436,0.08806741,0.11474164,0.00760391,0.77664214,0.00014009104],"about_ca_topic_score_codex":0.00089013175,"about_ca_topic_score_gemma":0.0011611355,"teacher_disagreement_score":0.009997804,"about_ca_system_score_codex":0.00043723334,"about_ca_system_score_gemma":0.00060823245,"threshold_uncertainty_score":0.033446014},"labels":[],"label_agreement":null},{"id":"W2320455602","doi":"10.1061/41077(363)3","title":"Estimation of Containment Loads on a 230kV Steel Transmission Line Using Finite Element Model","year":2009,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nalcor Energy (Canada)","funders":"","keywords":"Electric power transmission; Transmission line; Structural engineering; Finite element method; Cascade; Breakage; Conductor; Residual; Icing; Static analysis; Nonlinear system; Engineering; Adina; Computer science; Geology; Materials science; Electrical engineering; Physics","score_opus":0.014964532078645633,"score_gpt":0.24784744158040062,"score_spread":0.232882909501755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320455602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63505226,0.0001084784,0.355784,0.00014363516,0.000013412084,0.00006691361,0.00039074218,0.0008185767,0.0076219924],"genre_scores_gemma":[0.9868442,0.000040234594,0.011753726,0.0000066501175,0.0000027001784,0.00003700573,0.00013234351,0.0000171766,0.0011658871],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992335,0.0000252892,0.0000043710097,0.0000130880735,0.000023850967,0.000010071656],"domain_scores_gemma":[0.9997285,0.0001643475,0.00003506198,0.000016810125,0.00004398018,0.000011294366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001574298,0.00048581875,0.00034300686,0.0004069793,0.00025437167,0.00031100135,0.0004753429,0.0008420528,0.0011576816],"category_scores_gemma":[0.0007022724,0.00032773675,0.00031617034,0.00019231367,0.00020521243,0.0003469417,0.00018560303,0.00030131877,0.00025967494],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015899099,0.000012150591,0.0006664979,0.000010447718,0.000003031079,0.00003244703,0.000017417222,0.99454725,0.0020452458,0.00015250442,0.000047436482,0.0024498168],"study_design_scores_gemma":[9.889495e-7,0.0000074624663,0.00017963152,0.0000010359447,9.385831e-7,0.0000028868324,0.0000045131333,0.999498,0.00024339679,0.000032154814,0.00002759253,0.0000012887132],"about_ca_topic_score_codex":0.013083832,"about_ca_topic_score_gemma":0.009186681,"teacher_disagreement_score":0.013083832,"about_ca_system_score_codex":0.0004363026,"about_ca_system_score_gemma":0.00038338426,"threshold_uncertainty_score":0.0260154},"labels":[],"label_agreement":null},{"id":"W2320786096","doi":"10.1061/9780784479414.013","title":"Updating ASCE Manual No. 74: Guidelines for Electrical Transmission Line Structural Loading","year":2015,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Transmission line; Engineering; Wind engineering; Electric power transmission; Work (physics); Task (project management); Computer science; Structural engineering; Mechanical engineering; Electrical engineering; Systems engineering","score_opus":0.035493709166893074,"score_gpt":0.31371603622918154,"score_spread":0.27822232706228844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320786096","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008186862,0.0061791665,0.25546482,0.019590858,0.034011405,0.007419354,0.028188583,0.019087896,0.6218711],"genre_scores_gemma":[0.026950616,0.0068514487,0.23165601,0.006178082,0.0031835497,0.0055215466,0.032580387,0.008518249,0.67856014],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9761812,0.0038684136,0.0026096331,0.00076034735,0.015824892,0.000755542],"domain_scores_gemma":[0.93787456,0.0065869503,0.0019460294,0.0043214383,0.04840511,0.0008658437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.010700757,0.0018177858,0.001233711,0.004994328,0.0025770871,0.004409864,0.0042748763,0.004598028,0.093780816],"category_scores_gemma":[0.04239747,0.001693933,0.0009268899,0.0037599495,0.0018876359,0.003842533,0.0029135756,0.0038193422,0.11586303],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003664427,0.00008672445,0.00029439517,0.00021733562,0.0000038547123,0.000066167406,0.00019132231,0.0019678401,0.001294399,0.004666901,0.9002005,0.090974085],"study_design_scores_gemma":[0.000017650824,0.00004450364,0.000809499,0.00031404046,0.0000043225145,0.000103346545,0.00014161204,0.001133888,0.00052529474,0.002472981,0.99439853,0.000034204688],"about_ca_topic_score_codex":0.01321511,"about_ca_topic_score_gemma":0.022176057,"teacher_disagreement_score":0.093780816,"about_ca_system_score_codex":0.0026891783,"about_ca_system_score_gemma":0.009332531,"threshold_uncertainty_score":0.3137281},"labels":[],"label_agreement":null},{"id":"W2321726242","doi":"10.2514/6.2010-2884","title":"Effects of Sloshing on Flutter Prediction of Partially Liquid-Filled Circular Cylindrical Shells","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Slosh dynamics; Flutter; Materials science; Mechanics; Physics; Structural engineering; Acoustics; Engineering; Aerodynamics","score_opus":0.004040726977740693,"score_gpt":0.1881732750238421,"score_spread":0.1841325480461014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2321726242","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9673967,0.00010647655,0.030719282,0.00005493911,0.000011291145,0.000014175971,0.00004255215,0.00019038423,0.0014642993],"genre_scores_gemma":[0.9984175,0.000026485768,0.0012885085,0.0000034012176,0.0000015736455,0.000004674231,0.00001637348,0.0000120746245,0.00022946225],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998919,0.00003136649,0.0000055778946,0.000014697224,0.00003308986,0.000023344275],"domain_scores_gemma":[0.99952734,0.00025606374,0.000058497553,0.000038104492,0.00008491594,0.000035036413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036307226,0.00043588583,0.0004638293,0.0003901372,0.00035018043,0.00039996253,0.00033464495,0.0006189694,0.00045787555],"category_scores_gemma":[0.0012733071,0.0002544044,0.00053065014,0.00013140342,0.00071051903,0.0002952455,0.00040111263,0.00026454966,0.0000889402],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022755595,0.000021399472,0.0035395594,0.00005624648,0.000013190863,0.00030480538,0.00015721821,0.9407378,0.047700264,0.00054524565,0.00008945056,0.006607116],"study_design_scores_gemma":[0.0000031786308,0.000027904558,0.0006604287,0.0000028366662,0.0000019868196,0.000011277793,0.000011993717,0.9958711,0.003329584,0.00004240948,0.00003346995,0.000003828059],"about_ca_topic_score_codex":0.01057884,"about_ca_topic_score_gemma":0.004873345,"teacher_disagreement_score":0.01057884,"about_ca_system_score_codex":0.00032477008,"about_ca_system_score_gemma":0.00040846033,"threshold_uncertainty_score":0.021034539},"labels":[],"label_agreement":null},{"id":"W2321953291","doi":"10.1115/fedsm-icnmm2010-30082","title":"On the Feasibility of Using Linear Fluid Dynamics in an Overall Nonlinear Model for the Dynamics of Cantilevered Cylinders in Axial Flow","year":2010,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Galerkin method; Nonlinear system; Discretization; Bifurcation; Instability; Mathematics; Flow (mathematics); Equations of motion; Fluid dynamics; Mathematical analysis; Mechanics; Classical mechanics; Physics; Geometry","score_opus":0.03211106741922754,"score_gpt":0.2749154664133388,"score_spread":0.24280439899411127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2321953291","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19640306,0.0004558474,0.79133666,0.000406674,0.0000672415,0.00019897197,0.00008431521,0.0002094108,0.010837801],"genre_scores_gemma":[0.8517867,0.00076091744,0.14137383,0.00009012829,0.000056393626,0.00027034065,0.00009314787,0.000058299236,0.005510328],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998344,0.0000689538,0.000006286861,0.000020037614,0.000056663135,0.000013589078],"domain_scores_gemma":[0.99940455,0.0003783706,0.00005404973,0.00006327484,0.000079891135,0.000019795123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008041568,0.0006230355,0.00043179077,0.00035348898,0.000471739,0.00056163425,0.0006246483,0.0007171234,0.0011568541],"category_scores_gemma":[0.0018153277,0.00019947163,0.0005877505,0.00016737849,0.0006644242,0.0008904583,0.0007078572,0.0005412223,0.00033090994],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000771668,0.00016111371,0.0027332865,0.00021671207,0.00003276625,0.00031607063,0.00030675167,0.90498924,0.024201944,0.048326503,0.00039772157,0.018240679],"study_design_scores_gemma":[0.0000042383904,0.00006700418,0.00018511529,0.000006955465,0.0000049763244,0.00003366214,0.000015824186,0.9954921,0.0010845225,0.0026032624,0.00049489114,0.000007351712],"about_ca_topic_score_codex":0.0025672843,"about_ca_topic_score_gemma":0.0019125983,"teacher_disagreement_score":0.0025672843,"about_ca_system_score_codex":0.00028764553,"about_ca_system_score_gemma":0.0005669311,"threshold_uncertainty_score":0.0051047206},"labels":[],"label_agreement":null},{"id":"W2321983789","doi":"10.1061/41031(341)113","title":"Simplified Dynamic Analysis Methods for Guyed Telecommunication Masts under Seismic Excitation","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Seismic analysis; Nonlinear system; Finite element method; Earthquake engineering; Mast (botany); Structural engineering; Engineering; Vulnerability assessment; Seismic hazard; Computer science; Incremental Dynamic Analysis; Civil engineering","score_opus":0.012096678130145143,"score_gpt":0.3250094065181662,"score_spread":0.31291272838802103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2321983789","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008668862,0.000062513296,0.9885916,0.000018934472,0.000008420699,0.000023968216,0.00003628351,0.0001285044,0.002460875],"genre_scores_gemma":[0.69353455,0.00094621093,0.2873079,0.00006309664,0.00006296842,0.00034004226,0.00033264674,0.0002705498,0.017142076],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998266,0.000047956688,0.00000918935,0.000027162798,0.000074619624,0.000014475335],"domain_scores_gemma":[0.99973184,0.0001259365,0.000040616425,0.000035792804,0.000055736706,0.000009972629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030134176,0.00059257547,0.000511119,0.00062137446,0.000254043,0.00057796086,0.0006997665,0.0006471367,0.004844488],"category_scores_gemma":[0.0010532847,0.0003673244,0.00074574037,0.00026900836,0.00048347886,0.00052267726,0.0006120253,0.00047801717,0.00093832926],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029117537,0.000023244675,0.00041411072,0.0000998479,0.00001646274,0.00016414808,0.00014617201,0.9292278,0.016946672,0.018052807,0.0004980765,0.034381606],"study_design_scores_gemma":[0.0000042786223,0.000017227416,0.00019768071,0.000006698635,0.0000055681116,0.00003885121,0.000018307017,0.9949269,0.0007311279,0.0026671938,0.0013809819,0.0000051051443],"about_ca_topic_score_codex":0.0027320671,"about_ca_topic_score_gemma":0.0028765013,"teacher_disagreement_score":0.004844488,"about_ca_system_score_codex":0.00036715632,"about_ca_system_score_gemma":0.00034959553,"threshold_uncertainty_score":0.016206443},"labels":[],"label_agreement":null},{"id":"W2322136730","doi":"10.1061/41077(363)37","title":"Dynamic Wind Analyses of Transmission Line Structures","year":2009,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université de Sherbrooke; Natural Sciences and Engineering Research Council of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; Université de Sherbrooke","keywords":"Tower; Transmission line; Structural engineering; Wind engineering; Static analysis; Dynamic loading; Wind speed; Computer science; Line (geometry); Finite element method; Engineering; Mathematics; Physics; Geometry; Meteorology; Telecommunications","score_opus":0.01061323464224821,"score_gpt":0.27272622947007386,"score_spread":0.26211299482782563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322136730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7669903,0.00032034027,0.21975313,0.000054198914,0.000020793861,0.0000511819,0.00016427232,0.00018682073,0.012458999],"genre_scores_gemma":[0.9923195,0.0001265676,0.0057252273,0.0000061911046,0.000004388819,0.00001929214,0.000103133825,0.000014882696,0.0016808253],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999237,0.000012741341,0.0000037023449,0.000010561997,0.000036663496,0.000012538244],"domain_scores_gemma":[0.9998957,0.000026497826,0.000016001699,0.000013741046,0.00004052256,0.0000075392795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011900123,0.00034938045,0.00020200093,0.0006320737,0.00020018898,0.00026149704,0.00026767774,0.00023880569,0.0013393161],"category_scores_gemma":[0.00031210182,0.00017099388,0.0002064341,0.00025172622,0.0002034937,0.00036211233,0.00020569965,0.00012575544,0.00019486627],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000105277526,0.00006711352,0.007903323,0.00009966744,0.000030276296,0.0005453677,0.0001312262,0.86520034,0.072976544,0.0045871474,0.0004973535,0.047856357],"study_design_scores_gemma":[0.000010629576,0.00010835738,0.0057817143,0.000009520097,0.000008686775,0.00012530561,0.000075190794,0.9859319,0.005914823,0.0010512131,0.00097265845,0.000010112291],"about_ca_topic_score_codex":0.0012720744,"about_ca_topic_score_gemma":0.0013254067,"teacher_disagreement_score":0.0013393161,"about_ca_system_score_codex":0.00016792232,"about_ca_system_score_gemma":0.00011738752,"threshold_uncertainty_score":0.004480481},"labels":[],"label_agreement":null},{"id":"W2322557965","doi":"10.1061/41077(363)34","title":"Sequential Mechanical Testing of Conductor Designs","year":2009,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alcon (Canada); Kinectrics (Canada)","funders":"","keywords":"Conductor; Electrical conductor; Structural engineering; Vibration; Aluminium; Tension (geology); Engineering; Mechanical engineering; Materials science; Computer science; Electrical engineering; Compression (physics); Composite material; Acoustics; Physics","score_opus":0.05151489532598334,"score_gpt":0.2533442688492856,"score_spread":0.20182937352330227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322557965","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86517394,0.0007179054,0.112639524,0.00022563651,0.00041648315,0.0010244327,0.00071235426,0.0014251842,0.017664526],"genre_scores_gemma":[0.8859113,0.00044287957,0.092843406,0.00026905228,0.000091385686,0.00065960793,0.00087312376,0.00028654997,0.01862274],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978872,0.00020421507,0.000113790134,0.00052392285,0.0011548054,0.000115958006],"domain_scores_gemma":[0.99599445,0.0007140736,0.00046319075,0.00056460453,0.0020932339,0.00017041575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010495872,0.00080650044,0.00036009055,0.00090717454,0.00044501896,0.00039521672,0.00081370067,0.0006068575,0.0052719982],"category_scores_gemma":[0.0026223175,0.00042428356,0.00038765607,0.0005152389,0.00059529673,0.0008087912,0.0007586234,0.000654044,0.0015263248],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031551777,0.00016101368,0.0057846005,0.0002967955,0.000020994084,0.00025873815,0.00044203937,0.0018846275,0.928744,0.0004936745,0.0012248423,0.06037317],"study_design_scores_gemma":[0.00007996199,0.007882603,0.032779265,0.00006134302,0.000061706036,0.00089877617,0.000639846,0.008134167,0.9243796,0.00086798705,0.024137659,0.00007703],"about_ca_topic_score_codex":0.0006609112,"about_ca_topic_score_gemma":0.0024906253,"teacher_disagreement_score":0.0052719982,"about_ca_system_score_codex":0.00044687412,"about_ca_system_score_gemma":0.00039582246,"threshold_uncertainty_score":0.017636597},"labels":[],"label_agreement":null},{"id":"W2323036273","doi":"10.1061/41171(401)111","title":"Design Loads for Transmission Towers under Skewed Wind Loading","year":2011,"lang":"en","type":"article","venue":"Structures Congress 2011","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Manitoba Hydro; Institute for Catastrophic Loss Reduction","keywords":"Conductor; Aerodynamics; Transmission tower; Wind tunnel; Solidity; Tower; Lattice (music); Structural engineering; Transmission line; Horizontal line test; Horizontal and vertical; Electrical conductor; Marine engineering; Engineering; Geology; Geometry; Computer science; Physics; Electrical engineering; Mathematics; Acoustics; Aerospace engineering; Geodesy","score_opus":0.02846410788129198,"score_gpt":0.23042279239073712,"score_spread":0.20195868450944515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323036273","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7844038,0.0002835545,0.18653546,0.00014556253,0.00005683884,0.00018320752,0.00046355595,0.00096238806,0.026965594],"genre_scores_gemma":[0.9808553,0.00009356574,0.016617829,0.000020566094,0.000008919173,0.00007170931,0.00026836488,0.00007297644,0.001990915],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990958,0.00021045061,0.00004388282,0.000073083334,0.00046725964,0.00010960922],"domain_scores_gemma":[0.9990951,0.00019382316,0.00020174458,0.000107409694,0.00033225663,0.00006962312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080861244,0.0007030503,0.00042318308,0.00075940636,0.00046075278,0.0007464009,0.0005402986,0.0005388326,0.00271687],"category_scores_gemma":[0.0017175226,0.0002890666,0.0002860787,0.00042588622,0.00035147395,0.00049644226,0.0005260397,0.00030448672,0.0009844895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005348043,0.00019783231,0.024127338,0.00040765305,0.000038134756,0.0010933682,0.0004993236,0.65891844,0.1734701,0.0032938032,0.0036158795,0.13380335],"study_design_scores_gemma":[0.00014834607,0.0027509234,0.051082853,0.00014469447,0.00009625484,0.0009227085,0.0010876466,0.84980106,0.07593866,0.0041320673,0.013795583,0.00009927876],"about_ca_topic_score_codex":0.0011289858,"about_ca_topic_score_gemma":0.002578302,"teacher_disagreement_score":0.00271687,"about_ca_system_score_codex":0.0005089649,"about_ca_system_score_gemma":0.00061332807,"threshold_uncertainty_score":0.009088814},"labels":[],"label_agreement":null},{"id":"W2323267725","doi":"10.1061/41031(341)65","title":"Performance-Based Design for Motion Control of a Supertall Tower","year":2009,"lang":"en","type":"article","venue":"Structures Congress 2009","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tower; Design process; Engineering design process; Iterative design; Motion control; Process (computing); Scheme (mathematics); Computer science; Motion (physics); Engineering; Control engineering; Structural engineering; Mechanical engineering; Work in process; Mathematics; Artificial intelligence; Robot","score_opus":0.008499859947459755,"score_gpt":0.2087989823273645,"score_spread":0.20029912237990474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323267725","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06001112,0.00009861318,0.9254563,0.00015650432,0.000044734123,0.00008706832,0.000041590356,0.00044998963,0.01365402],"genre_scores_gemma":[0.9500599,0.000056823737,0.04748009,0.000039244867,0.000017414623,0.00008207713,0.00003968707,0.000025363874,0.0021993602],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998265,0.00003222673,0.0000068811714,0.000033731863,0.00007517705,0.000025465593],"domain_scores_gemma":[0.9998047,0.00003226643,0.000051218452,0.000016168235,0.00008025025,0.000015432635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032859083,0.00036390184,0.00022576822,0.00022886164,0.00032060593,0.00044681533,0.00066553074,0.0004353609,0.0031000683],"category_scores_gemma":[0.00044273117,0.00015695991,0.00017632097,0.00010210494,0.00027994314,0.00030889595,0.00039529792,0.0003070725,0.0005808937],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036734776,0.00009500194,0.0008290568,0.0003651865,0.00003220008,0.00021457982,0.00024977373,0.59174895,0.26796332,0.01570884,0.0025389441,0.11988691],"study_design_scores_gemma":[0.000045445926,0.0006291078,0.0008294536,0.000021840553,0.000016855696,0.000055897526,0.000031830685,0.9794095,0.013433593,0.0011167651,0.0043950523,0.000014739788],"about_ca_topic_score_codex":0.0009864729,"about_ca_topic_score_gemma":0.0018137618,"teacher_disagreement_score":0.0031000683,"about_ca_system_score_codex":0.00036851672,"about_ca_system_score_gemma":0.0004392741,"threshold_uncertainty_score":0.010370731},"labels":[],"label_agreement":null},{"id":"W2323334705","doi":"10.1061/40642(253)11","title":"Flexural Considerations in Steel Transmission Tower Design","year":2002,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Structural engineering; Tower; Truss; Engineering; Tension (geology); Bending moment; Beam (structure); Flexural strength; Bending; Compression (physics); Mechanical engineering; Materials science; Composite material","score_opus":0.028570056138220373,"score_gpt":0.21413265553817878,"score_spread":0.18556259939995842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323334705","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37364298,0.0028878457,0.4805159,0.0016922208,0.00012150936,0.0000826964,0.00028254683,0.00048304303,0.14029129],"genre_scores_gemma":[0.95104307,0.000744034,0.0317141,0.0001339553,0.000076022436,0.00003875713,0.00010714901,0.0000708511,0.016072063],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9995796,0.00013201384,0.000023555172,0.00003415446,0.00019924183,0.000031443684],"domain_scores_gemma":[0.99943656,0.00021091464,0.000098404096,0.000044857694,0.0001735683,0.000035674526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063498516,0.0006506841,0.00019564801,0.0006787152,0.00046210928,0.00073245517,0.00076792145,0.0006884738,0.007156552],"category_scores_gemma":[0.0020622783,0.0003128916,0.00022720319,0.00025939432,0.0005147456,0.00075034116,0.00044714494,0.00038366998,0.000955137],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002720516,0.00006352538,0.009660661,0.0004826009,0.000039754985,0.0018335641,0.00034238043,0.62299615,0.08775901,0.06448555,0.0024493414,0.20961545],"study_design_scores_gemma":[0.00008282122,0.0022135172,0.022010736,0.00034675837,0.00011862495,0.0044873846,0.0008877962,0.7617948,0.050835922,0.09293078,0.064178534,0.00011232255],"about_ca_topic_score_codex":0.0010415919,"about_ca_topic_score_gemma":0.0032915026,"teacher_disagreement_score":0.007156552,"about_ca_system_score_codex":0.0003993785,"about_ca_system_score_gemma":0.00026123118,"threshold_uncertainty_score":0.02394104},"labels":[],"label_agreement":null},{"id":"W2324419293","doi":"10.1061/40790(218)8","title":"The Effect on Broken Wire Loads of Adding Dampers to Rotating Crossarms","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Damper; Tower; Catenary; Shield; Electric power transmission; Electrical conductor; Structural engineering; Overhead (engineering); Energy (signal processing); Transmission line; Overhead line; Nonlinear system; Limit (mathematics); Line (geometry); Mechanics; Materials science; Engineering; Electrical engineering; Physics; Geology","score_opus":0.0027990667065286613,"score_gpt":0.20665385389387259,"score_spread":0.20385478718734393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324419293","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99045825,0.00017893687,0.0054615177,0.00006346007,0.00008489306,0.00001505374,0.00011152588,0.0003144264,0.0033120064],"genre_scores_gemma":[0.9950728,0.00015393361,0.0030766982,0.000044635817,0.000023813625,0.000008343034,0.00011041931,0.000053889107,0.0014553175],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999589,0.00009566411,0.000036624915,0.00006936123,0.0001230294,0.000086395405],"domain_scores_gemma":[0.99647045,0.0015559272,0.0005471155,0.00060429156,0.0005574666,0.00026475734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033339128,0.00083879905,0.00040625385,0.0004531842,0.00029236038,0.00049113843,0.00077559863,0.0007466727,0.0067771394],"category_scores_gemma":[0.0038361372,0.00044700064,0.00036866483,0.00028227564,0.00049954787,0.00076175143,0.00053341617,0.00043469682,0.0008517933],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008638514,0.0007050291,0.0064152107,0.00061625446,0.00018979548,0.00075006596,0.00017759514,0.09324675,0.8082726,0.0009820829,0.00089948537,0.07910665],"study_design_scores_gemma":[0.0004905217,0.011069327,0.05512376,0.00013279328,0.0007508522,0.0007394101,0.00030565358,0.080254145,0.8438345,0.0008995407,0.0062730997,0.00012646173],"about_ca_topic_score_codex":0.0009180606,"about_ca_topic_score_gemma":0.0009069835,"teacher_disagreement_score":0.0067771394,"about_ca_system_score_codex":0.00023621644,"about_ca_system_score_gemma":0.00014063397,"threshold_uncertainty_score":0.02267176},"labels":[],"label_agreement":null},{"id":"W2324784466","doi":"10.1061/40790(218)12","title":"AEP's 765 kV Transmission Line: Mechanical Considerations in Spacer-Damper Hardware Design","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kinectrics (Canada)","funders":"","keywords":"Conductor; Damper; Electrical conductor; Bundle; Structural engineering; Electric power transmission; Transmission line; Engineering; Electrical engineering; Materials science; Composite material","score_opus":0.014650034602612064,"score_gpt":0.21765919308549322,"score_spread":0.20300915848288115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2324784466","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.706693,0.0017147025,0.26787972,0.0015960654,0.00023872696,0.0002607649,0.00015605362,0.0010585709,0.020402407],"genre_scores_gemma":[0.84919304,0.0005109478,0.14157204,0.0001104449,0.00009098241,0.00007731148,0.000118801465,0.00007501594,0.008251365],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935085,0.00012965518,0.000044285483,0.000061591636,0.00036045327,0.00005311405],"domain_scores_gemma":[0.99923325,0.0002093936,0.00014317338,0.00009788992,0.00024985723,0.00006633614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073716574,0.00039260768,0.00018761576,0.00050285505,0.0003298667,0.00048806434,0.0007307941,0.00054629263,0.0025444068],"category_scores_gemma":[0.0015962609,0.00023436431,0.00017766297,0.00020671063,0.00028788974,0.0007685635,0.00022758324,0.00044077644,0.0005055228],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00084897265,0.00014454719,0.008271357,0.0007815436,0.000043612497,0.0015693058,0.0005509347,0.025938066,0.76295495,0.012275425,0.0025068233,0.18411449],"study_design_scores_gemma":[0.0008231293,0.01822423,0.043147612,0.00035839822,0.0002578963,0.010240958,0.0008808641,0.14757313,0.57376987,0.008410938,0.1961676,0.00014536317],"about_ca_topic_score_codex":0.00041299924,"about_ca_topic_score_gemma":0.001151653,"teacher_disagreement_score":0.0025444068,"about_ca_system_score_codex":0.0003798246,"about_ca_system_score_gemma":0.00031034884,"threshold_uncertainty_score":0.008511901},"labels":[],"label_agreement":null},{"id":"W2325274590","doi":"10.1515/nleng-2014-0006","title":"Nonlinear Behavior Characterization of a 3-Layer Laminated Cantilever Beam System","year":2014,"lang":"en","type":"article","venue":"Nonlinear Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cantilever; Quasiperiodic function; Nonlinear system; Chaotic; Beam (structure); Materials science; Structural engineering; Physics; Engineering; Computer science; Condensed matter physics; Composite material","score_opus":0.005198846608556334,"score_gpt":0.1874947811924746,"score_spread":0.18229593458391827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2325274590","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9763248,0.000085863,0.022565328,0.00001473164,0.000005626172,0.000008591037,0.0000571466,0.00008512788,0.0008528097],"genre_scores_gemma":[0.99383235,0.00003809822,0.0055815433,0.0000055311575,0.000001744594,0.000011064304,0.00004418148,0.000004888143,0.00048058812],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993813,0.000007675594,0.000002722832,0.000013930102,0.000026977308,0.000010605379],"domain_scores_gemma":[0.9998714,0.000033365242,0.00003172949,0.000016655207,0.00003732563,0.000009620432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000121322344,0.00017067899,0.00012966656,0.00026274487,0.00012714871,0.00013293896,0.00012460702,0.00018582668,0.0012502297],"category_scores_gemma":[0.0001663635,0.00008828128,0.00013883668,0.00011673931,0.0001358577,0.0001868392,0.00012044032,0.00011333635,0.0001578361],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046961453,0.000010441359,0.0013769858,0.000032502332,0.00000883384,0.000071707174,0.00007993687,0.0045727533,0.9887988,0.00015735422,0.0000371229,0.004806686],"study_design_scores_gemma":[0.000012707796,0.00050150166,0.04492795,0.000016054602,0.00003211504,0.00023044107,0.00022240772,0.33517718,0.6171828,0.00034580767,0.0013172905,0.0000336164],"about_ca_topic_score_codex":0.00046546655,"about_ca_topic_score_gemma":0.0007573362,"teacher_disagreement_score":0.0012502297,"about_ca_system_score_codex":0.00011155284,"about_ca_system_score_gemma":0.000070620474,"threshold_uncertainty_score":0.004182458},"labels":[],"label_agreement":null},{"id":"W2326449860","doi":"10.2514/6.2009-2646","title":"Hydroelastic Vibration of Partially Liquid-Filled Circular Cylindrical Shells Under Combined Internal Pressure and Axial Compression","year":2009,"lang":"en","type":"article","venue":"50th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compression (physics); Vibration; Materials science; Internal pressure; Structural engineering; Composite material; Mechanics; Acoustics; Physics; Engineering","score_opus":0.00683372168480723,"score_gpt":0.2117441332744431,"score_spread":0.20491041158963588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2326449860","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9326012,0.00008370743,0.06529948,0.000047058988,0.000012384843,0.00001133181,0.000027876156,0.000071469476,0.0018454808],"genre_scores_gemma":[0.9955272,0.000022519936,0.0038308327,0.0000042511456,0.0000015913346,0.000007538099,0.000011671295,0.000004631783,0.0005897906],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999107,0.000021508786,0.0000034817028,0.000012204659,0.00004230578,0.000009760097],"domain_scores_gemma":[0.999879,0.000054135708,0.000020282332,0.000016423566,0.000021190934,0.000008944176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019874226,0.00022121466,0.0002139006,0.00021218396,0.0001818821,0.0002536115,0.00024959183,0.00034082518,0.00051714084],"category_scores_gemma":[0.0003664896,0.0001276312,0.00025754856,0.00008724838,0.000641824,0.0002757117,0.00026621783,0.00011757125,0.000095237025],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033321118,0.000058317004,0.0033537108,0.00009929483,0.000031236104,0.0005413918,0.00029122445,0.50546914,0.46218985,0.0042540617,0.00021108665,0.023167346],"study_design_scores_gemma":[0.000008435526,0.000055582586,0.0012369356,0.0000045754073,0.000003541067,0.000049685354,0.00003758475,0.98093444,0.017222503,0.00026750492,0.00017143777,0.000007653142],"about_ca_topic_score_codex":0.00080955995,"about_ca_topic_score_gemma":0.0007051892,"teacher_disagreement_score":0.00080955995,"about_ca_system_score_codex":0.00012550471,"about_ca_system_score_gemma":0.00021197651,"threshold_uncertainty_score":0.0017299652},"labels":[],"label_agreement":null},{"id":"W2328054112","doi":"10.1061/40790(218)6","title":"A Study of Parameters Relevant to Aeolian Vibration Calculations for Transmission Line Conductors","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Catenary; Electrical conductor; Conductor; Tension (geology); Constant (computer programming); Stress (linguistics); Overhead (engineering); Overhead line; Transmission line; Electric power transmission; Line (geometry); Electrical engineering; Physics; Materials science; Structural engineering; Computer science; Engineering; Composite material; Classical mechanics; Mathematics; Geometry","score_opus":0.01843028619166788,"score_gpt":0.2540608458903696,"score_spread":0.23563055969870172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328054112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76531774,0.0004755254,0.19562235,0.00019775094,0.000042472457,0.000101338126,0.00016888102,0.00043807706,0.037635826],"genre_scores_gemma":[0.9826759,0.00020922323,0.01535398,0.000017374427,0.000008570678,0.000029275217,0.000064823544,0.00013010098,0.0015106448],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980646,0.000065168235,0.000009022471,0.00002103585,0.00008072568,0.000017666605],"domain_scores_gemma":[0.9989643,0.0007273748,0.0000886186,0.00007633931,0.00013189873,0.000011429289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004371052,0.00022854809,0.00028140986,0.00040139433,0.00041845744,0.0005214161,0.0005885137,0.00047065745,0.0016327035],"category_scores_gemma":[0.0038655002,0.00015307733,0.00024020755,0.0006314869,0.00022389233,0.0005481946,0.00028975145,0.00046872915,0.00028292928],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017554266,0.00007062771,0.010885928,0.00030860276,0.00002486405,0.00045801495,0.00051789585,0.85464776,0.023915196,0.03593478,0.00095072755,0.07211004],"study_design_scores_gemma":[0.000017847118,0.00009807962,0.0037181147,0.00004643091,0.000017446097,0.00019355699,0.00023778509,0.97484505,0.011246537,0.0041648946,0.0053964118,0.000017811939],"about_ca_topic_score_codex":0.0027483278,"about_ca_topic_score_gemma":0.0026371917,"teacher_disagreement_score":0.0027483278,"about_ca_system_score_codex":0.00040710403,"about_ca_system_score_gemma":0.00043982174,"threshold_uncertainty_score":0.0054646134},"labels":[],"label_agreement":null},{"id":"W2328373175","doi":"10.1115/detc2014-34725","title":"Vibrations of an Axial Bar Experiencing Periodic Unilateral Contact Using the Wavelet Balance Method","year":2014,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Harmonic balance; Wavelet; Axial symmetry; Vibration; Casing; Fourier series; Convergence (economics); Control theory (sociology); Mathematical analysis; Turbine; Bar (unit); Mathematics; Structural engineering; Applied mathematics; Computer science; Engineering; Mechanical engineering; Acoustics; Physics; Artificial intelligence","score_opus":0.016322196069435527,"score_gpt":0.276123565199148,"score_spread":0.25980136912971247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328373175","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18259993,0.000108382366,0.812645,0.00010798545,0.00003394292,0.000031664844,0.000054382395,0.00019242485,0.0042262175],"genre_scores_gemma":[0.90905905,0.00017626699,0.08379958,0.000031568292,0.00003201207,0.00004938189,0.000101315796,0.000075756354,0.0066750078],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999912,0.0000240851,0.0000035185817,0.0000121480425,0.000039794046,0.000008405351],"domain_scores_gemma":[0.9998568,0.00006281983,0.000024851635,0.000016830956,0.000025544641,0.000013068346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003048986,0.00039437838,0.00030194598,0.00030602506,0.00014475992,0.00044870982,0.00048215434,0.00066470855,0.0014660422],"category_scores_gemma":[0.00062199036,0.00019888688,0.00029093426,0.00024941462,0.0004243442,0.00048738858,0.00045106892,0.0003812263,0.00024631034],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016416943,0.00010314417,0.0013162488,0.000121223304,0.000027253858,0.00033131381,0.00015693688,0.8128218,0.09124531,0.028348101,0.0008306609,0.06453382],"study_design_scores_gemma":[0.0000027624965,0.000014315778,0.000100592035,0.0000015322415,0.0000010631052,0.0000111045065,0.00000641033,0.9983876,0.00088353246,0.00048607172,0.00010286561,0.0000021782193],"about_ca_topic_score_codex":0.0013991639,"about_ca_topic_score_gemma":0.001037345,"teacher_disagreement_score":0.0014660422,"about_ca_system_score_codex":0.0001389694,"about_ca_system_score_gemma":0.0002603815,"threshold_uncertainty_score":0.0049043894},"labels":[],"label_agreement":null},{"id":"W2328564218","doi":"10.1061/40642(253)7","title":"2.0 RBD Methodology","year":2002,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro One (Canada); BC Hydro (Canada)","funders":"","keywords":"Reliability (semiconductor); Reliability engineering; Computer science; Set (abstract data type); Reduction (mathematics); Function (biology); Mathematics; Engineering; Power (physics)","score_opus":0.05979718310580301,"score_gpt":0.2493259574317457,"score_spread":0.1895287743259427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328564218","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00037667804,0.00016662608,0.9913585,0.000054467775,0.000040416067,0.000102741644,0.00016799814,0.0006824115,0.0070499987],"genre_scores_gemma":[0.0231365,0.00058357953,0.9641575,0.0001498369,0.00006073422,0.00054466585,0.00084951875,0.00058545364,0.009932135],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99665904,0.00096724904,0.00019846746,0.00036000795,0.0016781273,0.00013719384],"domain_scores_gemma":[0.99761343,0.00066141854,0.00017273579,0.0006480994,0.00086327957,0.00004115563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032723558,0.0011488666,0.0009538916,0.0023471476,0.0007156504,0.0024862622,0.0028720077,0.0011381584,0.020048304],"category_scores_gemma":[0.0060274946,0.0009544775,0.0013256517,0.0014242479,0.000800495,0.0013786212,0.001727772,0.0011707245,0.010958476],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007239403,0.00009792558,0.0014639904,0.00096055446,0.00007170171,0.00017246799,0.0002372996,0.21128063,0.009566625,0.3186554,0.020521816,0.43689916],"study_design_scores_gemma":[0.00005164619,0.00012648088,0.0005122664,0.0002909693,0.00005098169,0.0006332107,0.00012947165,0.5563125,0.010029657,0.12208938,0.30970103,0.00007244176],"about_ca_topic_score_codex":0.001552668,"about_ca_topic_score_gemma":0.0013688182,"teacher_disagreement_score":0.020048304,"about_ca_system_score_codex":0.0010642447,"about_ca_system_score_gemma":0.0019271941,"threshold_uncertainty_score":0.06706822},"labels":[],"label_agreement":null},{"id":"W2329355839","doi":"10.1115/detc2015-46919","title":"The Wave Finite Element Method Applied to a One-Dimensional Linear Elastodynamic Problem With Unilateral Constraints","year":2015,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Finite element method; Discretization; Mathematical analysis; Shock wave; Lagrange multiplier; Mixed finite element method; Mechanics; Physics; Mathematics; Classical mechanics; Mathematical optimization","score_opus":0.016564920296053474,"score_gpt":0.24290961439723058,"score_spread":0.2263446941011771,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2329355839","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0066475975,0.00005288528,0.98856175,0.00007734691,0.000039286577,0.00008625644,0.00008801761,0.00022293815,0.004223806],"genre_scores_gemma":[0.18585438,0.00023336765,0.8048545,0.00008993565,0.000034123288,0.00067044824,0.0003370359,0.00025328776,0.007672939],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998216,0.000060290935,0.000012063823,0.000022735221,0.000065933076,0.00001740922],"domain_scores_gemma":[0.9995659,0.00024814106,0.00003338089,0.00005101758,0.00008444218,0.000017125914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044436683,0.0006110889,0.00063520396,0.0004733568,0.00044409282,0.00052317744,0.0010201455,0.0012799394,0.0041984483],"category_scores_gemma":[0.0012269474,0.0003654813,0.0005578341,0.0005555212,0.00051865587,0.00044335728,0.0007999193,0.0010848509,0.0008950164],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058784786,0.00009087919,0.000887957,0.00030754358,0.000031071108,0.00020640786,0.00017543822,0.8498791,0.018005893,0.046551574,0.002509942,0.08129543],"study_design_scores_gemma":[0.000005602601,0.00001645244,0.000054044856,0.000009083232,0.0000030415035,0.000031400647,0.0000126717,0.994574,0.0015328731,0.0016187811,0.0021375595,0.000004507689],"about_ca_topic_score_codex":0.0029318903,"about_ca_topic_score_gemma":0.0031106907,"teacher_disagreement_score":0.0041984483,"about_ca_system_score_codex":0.00027922957,"about_ca_system_score_gemma":0.0011557759,"threshold_uncertainty_score":0.0140452385},"labels":[],"label_agreement":null},{"id":"W2330664838","doi":"10.1061/9780784479414.042","title":"Examination of Yawed Wind Loading on Transmission Towers","year":2015,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Tower; Drag; Aerodynamics; Structural engineering; Transmission line; Engineering; Wind tunnel; Marine engineering; Transmission tower; Wind engineering; Electric power transmission; Line (geometry); Conductor; Aerospace engineering; Electrical engineering; Mathematics; Geometry","score_opus":0.015827406093440854,"score_gpt":0.21725775688207294,"score_spread":0.20143035078863208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330664838","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993404,0.0000938408,0.0028415741,0.000010466464,0.000016476175,0.000010504304,0.00022251709,0.000045879602,0.0033548586],"genre_scores_gemma":[0.99852353,0.000086916756,0.00046606254,0.0000051286934,0.000005574486,0.0000040700584,0.00021718469,0.0000146763405,0.0006767958],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998054,0.00001943762,0.000011073839,0.00003036972,0.00009693004,0.000036848814],"domain_scores_gemma":[0.99960583,0.000087876666,0.00007095745,0.000033060653,0.0001586135,0.00004377987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001906375,0.0003007118,0.00025938218,0.0009935423,0.00025622084,0.00034948374,0.00017812518,0.00019797494,0.0031389138],"category_scores_gemma":[0.00049253035,0.0001893076,0.00017882409,0.00038834868,0.00029982638,0.00027954174,0.00026623814,0.00023525085,0.00053005764],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00092054723,0.00018374408,0.1340377,0.000536909,0.00010215435,0.004404369,0.0015436553,0.07184681,0.67636824,0.0015242497,0.0017948295,0.106736906],"study_design_scores_gemma":[0.000021251446,0.0008359094,0.85032076,0.00009612632,0.000037737642,0.0010885483,0.001902384,0.07186343,0.07017869,0.00038851312,0.0032025415,0.0000640965],"about_ca_topic_score_codex":0.0008655884,"about_ca_topic_score_gemma":0.0009236333,"teacher_disagreement_score":0.0031389138,"about_ca_system_score_codex":0.00012602915,"about_ca_system_score_gemma":0.00008904526,"threshold_uncertainty_score":0.0105006695},"labels":[],"label_agreement":null},{"id":"W2331309383","doi":"10.1142/9789812778109_0023","title":"SCALING BEHAVIOUR OF A MULTIPLY CONNECTED FLUCTUATING INTERFACE IN TWO DIMENSIONS","year":2002,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Scaling; Interface (matter); Statistical physics; Physics; Computer science; Mathematics; Geometry; Mechanics","score_opus":0.013604397154262966,"score_gpt":0.24710708883704727,"score_spread":0.2335026916827843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2331309383","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97324973,0.00024113485,0.021360166,0.00021706204,0.000026949338,0.000021454209,0.00003535211,0.00018807704,0.0046601067],"genre_scores_gemma":[0.9965771,0.000071052935,0.0025223317,0.000025004398,0.000011148838,0.000016495893,0.000035527366,0.000017561895,0.0007237888],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999848,0.00004512559,0.000008298484,0.000025217989,0.000041469004,0.000031749063],"domain_scores_gemma":[0.999401,0.00017295356,0.00012293895,0.000047917623,0.00007971992,0.00017545735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033931294,0.00062553684,0.00056529243,0.0009553941,0.00073502806,0.0016744043,0.0007763396,0.0010065914,0.0020561512],"category_scores_gemma":[0.001435537,0.00034289408,0.0003485109,0.00044991332,0.0015802198,0.0013466066,0.00071817555,0.00078505604,0.00021311197],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007272144,0.00038904458,0.0069633815,0.00021966612,0.00019081584,0.003191801,0.00091270375,0.50826156,0.11533128,0.35229588,0.0016707509,0.009845894],"study_design_scores_gemma":[0.000036253296,0.000078541,0.0010113426,0.000009733168,0.000016726044,0.000104139064,0.00006296831,0.9759758,0.0018474404,0.02060338,0.00022173913,0.000031885593],"about_ca_topic_score_codex":0.0016665156,"about_ca_topic_score_gemma":0.00056595413,"teacher_disagreement_score":0.0020561512,"about_ca_system_score_codex":0.0006303957,"about_ca_system_score_gemma":0.00023141465,"threshold_uncertainty_score":0.006878495},"labels":[],"label_agreement":null},{"id":"W2331408673","doi":"10.1115/esda2004-58624","title":"Vibration Analysis of Axially Loaded Bridges Traversed by Accelerating Vehicles With Passenger Dynamics","year":2004,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Deflection (physics); Structural engineering; Vibration; Moving load; Timoshenko beam theory; Beam (structure); Stiffness; Bending moment; Bending stiffness; Boundary value problem; Engineering; Mechanics; Physics; Finite element method; Classical mechanics; Acoustics","score_opus":0.006807707345142108,"score_gpt":0.19328251932352414,"score_spread":0.18647481197838203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2331408673","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99193865,0.000023956198,0.0073959413,0.000009337716,0.0000017797634,0.0000025520253,0.000008119993,0.000012836582,0.000606673],"genre_scores_gemma":[0.99919707,0.00001493293,0.00049423403,0.0000013647597,8.347129e-7,0.0000015010753,0.00001031284,0.0000017130104,0.00027802415],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999951,0.000010115791,0.0000018243684,0.000006350933,0.000018083309,0.00001257071],"domain_scores_gemma":[0.9998944,0.000046173012,0.00001957949,0.000008204876,0.000019096004,0.000012629912],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001650859,0.00015888707,0.00015247887,0.00028177229,0.00014717107,0.00014146234,0.00022818705,0.0002733782,0.00061091396],"category_scores_gemma":[0.0003314429,0.00010124688,0.00019866362,0.00011092414,0.00021517169,0.00012586017,0.00017522735,0.00012478228,0.00007476141],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046703982,0.00015063447,0.024126606,0.000079502046,0.00006214294,0.0011502362,0.0005062029,0.72674096,0.21657035,0.0039103515,0.0003018123,0.025934141],"study_design_scores_gemma":[0.0000068969625,0.00013079957,0.009366305,0.0000034706143,0.000008407635,0.000067899025,0.00009293805,0.98481905,0.005071959,0.00031308582,0.000111794536,0.000007451089],"about_ca_topic_score_codex":0.0026520656,"about_ca_topic_score_gemma":0.0013983487,"teacher_disagreement_score":0.0026520656,"about_ca_system_score_codex":0.00015751766,"about_ca_system_score_gemma":0.00012996749,"threshold_uncertainty_score":0.005273223},"labels":[],"label_agreement":null},{"id":"W2333196720","doi":"10.1061/40790(218)3","title":"Assessment of the Failure of an Electrical Transmission Line Due to a Downburst Event","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"","keywords":"Tower; Parametric statistics; Structural engineering; Finite element method; Catastrophic failure; Engineering; Mathematics","score_opus":0.002986650912165583,"score_gpt":0.2249878965188851,"score_spread":0.22200124560671952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333196720","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973513,0.00006961464,0.0009698747,0.000024447432,0.0000052588366,0.000035648845,0.00024240036,0.00003475685,0.0012667888],"genre_scores_gemma":[0.99881834,0.00007005982,0.00041701927,0.0000079594265,0.0000019402962,0.0000070381434,0.00027461987,0.0000041286976,0.00039889695],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99942017,0.000077654,0.00004368458,0.000060983533,0.0003207209,0.00007679945],"domain_scores_gemma":[0.9980531,0.00040628292,0.00052055786,0.00008990776,0.0007179706,0.00021222158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00079646194,0.00052754703,0.00027631698,0.0017231249,0.00054377073,0.00076646183,0.0006085087,0.00073843484,0.0012985738],"category_scores_gemma":[0.0028984204,0.00029770544,0.0003114868,0.00060247845,0.00044981297,0.00044922743,0.0006011843,0.00041296775,0.00025163312],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000631514,0.00019439936,0.8570758,0.00016296188,0.00014507378,0.0035227488,0.0010206301,0.08361926,0.026559958,0.00025374585,0.0008032487,0.02601064],"study_design_scores_gemma":[0.000017833801,0.00076516584,0.9224168,0.00004592348,0.00005838373,0.00065160653,0.0016303047,0.068372875,0.0048116175,0.000117033305,0.001075841,0.000036588608],"about_ca_topic_score_codex":0.087317474,"about_ca_topic_score_gemma":0.1298853,"teacher_disagreement_score":0.087317474,"about_ca_system_score_codex":0.0020297358,"about_ca_system_score_gemma":0.00071573973,"threshold_uncertainty_score":0.17361844},"labels":[],"label_agreement":null},{"id":"W2333643134","doi":"10.2514/6.2013-1892","title":"Vibration Analysis of String-Harnessed Beam Structures: A Homogenization Approach","year":2013,"lang":"en","type":"article","venue":"54th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Air Force Office of Scientific Research","keywords":"Homogenization (climate); Vibration; Structural engineering; Computer science; Beam (structure); Materials science; Mechanical engineering; Physics; Engineering; Acoustics","score_opus":0.0072392042085846235,"score_gpt":0.1973002006304121,"score_spread":0.19006099642182747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333643134","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.098933004,0.00020475595,0.8947695,0.00013704097,0.0000129287,0.000036594705,0.00003970439,0.00009397298,0.005772621],"genre_scores_gemma":[0.91701156,0.00043784478,0.07546095,0.000062836516,0.00003123904,0.00011589877,0.000076342156,0.00006197358,0.006741307],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999248,0.000019962743,0.0000031841332,0.00001533782,0.000026877413,0.000009859888],"domain_scores_gemma":[0.9999343,0.00003545901,0.000009385555,0.000008669076,0.000008799726,0.0000033351962],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016184182,0.00021409648,0.00020821994,0.00043133824,0.00014399229,0.00027711768,0.00034726883,0.00036033677,0.0010785162],"category_scores_gemma":[0.00030345473,0.00017203433,0.00030362923,0.00018871269,0.00047976186,0.00039959632,0.00037906517,0.00026269926,0.00019164443],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002741441,0.00004107427,0.0010737471,0.000051802108,0.000030328612,0.00015425483,0.00016784636,0.87099904,0.06745112,0.027030798,0.00034535793,0.03262733],"study_design_scores_gemma":[0.00000192227,0.000012750917,0.0003214095,0.000002387046,0.0000020110933,0.000013856179,0.00001783271,0.99566144,0.0012914289,0.0023148283,0.00035699757,0.0000030709],"about_ca_topic_score_codex":0.0011544076,"about_ca_topic_score_gemma":0.0009211031,"teacher_disagreement_score":0.0011544076,"about_ca_system_score_codex":0.000277748,"about_ca_system_score_gemma":0.00024306246,"threshold_uncertainty_score":0.0036079884},"labels":[],"label_agreement":null},{"id":"W2333679980","doi":"10.3166/jesa.39.1025-1050","title":"Stabilisation d'un actionneur électrohydraulique en considérant les dynamiques des distributeurs","year":2005,"lang":"fr","type":"article","venue":"Journal Européen des Systèmes Automatisés","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Humanities; Philosophy; Physics","score_opus":0.012046077123212096,"score_gpt":0.2354738946916408,"score_spread":0.2234278175684287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333679980","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13379945,0.00057439005,0.8478713,0.00016265539,0.000106949585,0.00006471336,0.000041757226,0.00028119746,0.017097678],"genre_scores_gemma":[0.95294803,0.00043490235,0.03231096,0.00004999882,0.000022898987,0.00007847187,0.0000349039,0.000034087585,0.0140857315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998876,0.0000207904,0.0000063097928,0.000034462377,0.000036564474,0.000014293435],"domain_scores_gemma":[0.9998319,0.00007354839,0.000024353905,0.00001277051,0.00004887441,0.000008538319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002168823,0.0003747088,0.00032875128,0.0001776743,0.0002464273,0.00058761326,0.00034558945,0.0003565448,0.0032541256],"category_scores_gemma":[0.0003962912,0.00013002934,0.00029077785,0.00011979272,0.00063136255,0.00042471188,0.0005699519,0.00044891838,0.00029696332],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021713573,0.00006838251,0.0009733042,0.0004515954,0.000062067935,0.0002729094,0.00036538404,0.6087418,0.22182545,0.0797635,0.0006669335,0.08659153],"study_design_scores_gemma":[0.000027399186,0.00024921054,0.0006794732,0.000035864537,0.000022948858,0.000088198525,0.000080271835,0.9405068,0.040845625,0.010955882,0.0064879674,0.00002033802],"about_ca_topic_score_codex":0.0019611286,"about_ca_topic_score_gemma":0.0011419044,"teacher_disagreement_score":0.0032541256,"about_ca_system_score_codex":0.00042616623,"about_ca_system_score_gemma":0.00057120813,"threshold_uncertainty_score":0.010886073},"labels":[],"label_agreement":null},{"id":"W2334852712","doi":"10.1115/imece2012-85958","title":"Design and Optimization of a Cylindrical Voice Coil Actuator for the Synchronized Segmentally Interchanging Pulley Transmission System (SSIPTS)","year":2012,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Actuator; Voice coil; Pulley; Electromagnetic coil; Finite element method; Computer science; Key (lock); Transmission (telecommunications); Optimal design; Mechanical engineering; Control engineering; Engineering; Electrical engineering; Structural engineering; Telecommunications","score_opus":0.013691158437781079,"score_gpt":0.218659643554334,"score_spread":0.20496848511655294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334852712","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10142055,0.0007965286,0.88776153,0.00020549698,0.000070675575,0.00015546381,0.00009578423,0.00026089125,0.009232988],"genre_scores_gemma":[0.7571953,0.0006403752,0.23828705,0.00002723369,0.00002291623,0.00027931653,0.000095134,0.00005081832,0.0034017889],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997929,0.000029473737,0.000014302799,0.00004165356,0.00010307143,0.000018665542],"domain_scores_gemma":[0.99984753,0.000042669017,0.000049696864,0.000010038501,0.000040929182,0.000009135697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034138502,0.0004572072,0.0004225808,0.0002612877,0.000281027,0.00041380868,0.00033012472,0.00039568343,0.0009694333],"category_scores_gemma":[0.00035261622,0.00026592257,0.00036439064,0.00016364515,0.00024449447,0.00040452427,0.00023420727,0.00020973086,0.00022954085],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014557967,0.0000619711,0.0013207563,0.00079841213,0.000062701474,0.00029304496,0.00016750845,0.42794135,0.47304654,0.01003308,0.0010436183,0.08508545],"study_design_scores_gemma":[0.00003332463,0.00066811166,0.0016750129,0.000028704022,0.000054682867,0.00024542335,0.000079711506,0.9290275,0.05671833,0.0008206053,0.01061685,0.0000317978],"about_ca_topic_score_codex":0.0004668207,"about_ca_topic_score_gemma":0.0008886331,"teacher_disagreement_score":0.0009694333,"about_ca_system_score_codex":0.00032424324,"about_ca_system_score_gemma":0.0007091776,"threshold_uncertainty_score":0.0032430887},"labels":[],"label_agreement":null},{"id":"W2335046214","doi":"10.1142/9789812704863_0073","title":"EFFECT OF DIFFERENT LONG-TERM CLIMATIC CONDITIONS ON FRP DURABILITY","year":2003,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Durability; Term (time); Fibre-reinforced plastic; Environmental science; Materials science; Composite material; Physics","score_opus":0.005182965192613395,"score_gpt":0.23700311379781466,"score_spread":0.23182014860520128,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335046214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988759,0.00019978647,0.00037801522,0.000023346814,0.000024820272,0.0000041636767,0.00017767937,0.000013487253,0.00030283138],"genre_scores_gemma":[0.99927324,0.000065308566,0.00013562856,0.00002936958,0.000010604707,0.000007350389,0.00019306935,0.00001721268,0.00026831523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970716,0.0000582121,0.000031090098,0.00007882627,0.00003777252,0.00008687212],"domain_scores_gemma":[0.99823725,0.0010891105,0.00015603138,0.00010127094,0.00022919932,0.00018720659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050267583,0.0004269626,0.0006210574,0.00023898449,0.00065316935,0.00065393426,0.00033097054,0.0007608134,0.0024925214],"category_scores_gemma":[0.0013571338,0.00026718434,0.0005376573,0.00026781048,0.0005194135,0.00065857155,0.00037255083,0.0006230524,0.00029775428],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.012172987,0.00053120486,0.04658932,0.0003466886,0.0002659353,0.0009575558,0.00027892488,0.009010279,0.9202584,0.00012564604,0.00037483778,0.0090882],"study_design_scores_gemma":[0.00019440505,0.0039332462,0.4313643,0.00003362997,0.0004391141,0.0006066539,0.00084651436,0.0077462583,0.5531068,0.00017060622,0.001447086,0.00011141385],"about_ca_topic_score_codex":0.0017511894,"about_ca_topic_score_gemma":0.002590532,"teacher_disagreement_score":0.0024925214,"about_ca_system_score_codex":0.0003875866,"about_ca_system_score_gemma":0.00022929587,"threshold_uncertainty_score":0.008338273},"labels":[],"label_agreement":null},{"id":"W2340197700","doi":"10.1115/1.4033456","title":"Dynamics Behavior of a Guided Spline Spinning Disk, Subjected to Conservative In-Plane Edge Loads, Analytical and Experimental Investigation","year":2016,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations; University of British Columbia","funders":"","keywords":"Spinning; Mechanics; Equations of motion; Critical speed; Spline (mechanical); RADIUS; Physics; Structural engineering; Geometry; Mathematics; Classical mechanics; Engineering; Vibration; Acoustics; Mechanical engineering; Computer science","score_opus":0.014342425056117249,"score_gpt":0.26138312139829417,"score_spread":0.24704069634217693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2340197700","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976981,0.00005172712,0.0015535246,0.000024035691,0.000005314318,0.000008215104,0.000047752157,0.00002466618,0.00058666035],"genre_scores_gemma":[0.9972083,0.00006943195,0.0017465206,0.000006062807,0.0000015680431,0.00000975913,0.000060840324,0.000005107392,0.00089240016],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987495,0.000008816087,0.000006159659,0.0000229471,0.00006717234,0.000019799627],"domain_scores_gemma":[0.99965286,0.00010933439,0.00005821882,0.00004616054,0.000097737146,0.000035615067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021045402,0.00018937096,0.00027390022,0.00028961417,0.0004037332,0.00029271518,0.00035416934,0.00033104877,0.0013728549],"category_scores_gemma":[0.00063815515,0.00017515136,0.00009610598,0.00014508494,0.0004922973,0.0003018648,0.00021337548,0.00020439248,0.000280059],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047889084,0.00014242849,0.0037188123,0.00015820008,0.000012046223,0.000624906,0.0008169996,0.017149325,0.9647109,0.0007620221,0.0003750858,0.011050336],"study_design_scores_gemma":[0.00010658335,0.0027241644,0.0360572,0.00004804184,0.000033247,0.00062258315,0.0019354329,0.34615263,0.6072648,0.00065397524,0.004337829,0.00006350765],"about_ca_topic_score_codex":0.0014847323,"about_ca_topic_score_gemma":0.0015584113,"teacher_disagreement_score":0.0014847323,"about_ca_system_score_codex":0.00022120959,"about_ca_system_score_gemma":0.00024280213,"threshold_uncertainty_score":0.0045925975},"labels":[],"label_agreement":null},{"id":"W2341909909","doi":"","title":"Numerical Modelling of Wind Turbine Foundations subjected to Combined Loading","year":2016,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Turbine; Geology; Engineering; Environmental science; Mechanical engineering","score_opus":0.06434048424745069,"score_gpt":0.27051388857807496,"score_spread":0.20617340433062425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2341909909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9106928,0.00033425356,0.05780226,0.00025217122,0.000108726636,0.00008457736,0.00039391158,0.0002831951,0.03004813],"genre_scores_gemma":[0.99159384,0.00013980485,0.0035548809,0.000024606145,0.000008029913,0.00003857381,0.00011800546,0.000027284694,0.0044949674],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974436,0.00004976781,0.00001737699,0.00003605259,0.00008781788,0.00006457998],"domain_scores_gemma":[0.99959654,0.0001671533,0.00007534621,0.000034052457,0.0000800137,0.000046971378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034827026,0.00049043365,0.00062179513,0.00063334,0.00053677143,0.0014368766,0.0006574628,0.0017565707,0.00305835],"category_scores_gemma":[0.0012025062,0.00040244666,0.00061730476,0.0005699242,0.0011116995,0.0005594653,0.00077378406,0.0005042326,0.00048577428],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032481348,0.000019654019,0.0008089512,0.000021901693,0.000008612579,0.00022171711,0.000053800344,0.99308044,0.003326816,0.0007388675,0.00011193231,0.0015749027],"study_design_scores_gemma":[0.0000060877805,0.000028889117,0.0006204147,0.00000839786,0.000004319543,0.0000274048,0.000045094668,0.9984285,0.00044808842,0.00015925363,0.00021713048,0.00000633986],"about_ca_topic_score_codex":0.009862825,"about_ca_topic_score_gemma":0.005886401,"teacher_disagreement_score":0.009862825,"about_ca_system_score_codex":0.00057720393,"about_ca_system_score_gemma":0.0008026215,"threshold_uncertainty_score":0.019610882},"labels":[],"label_agreement":null},{"id":"W2349144829","doi":"","title":"THE DYNAMIC CHARACTERISTICS OF COAXIAL CYLINDRIAL SHELL CONVEYING FLUID","year":2008,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Coaxial; Shell (structure); Mechanics; Natural frequency; Fluid mechanics; Barrel (horology); Fluid dynamics; Materials science; Engineering; Physics; Mechanical engineering; Vibration; Acoustics","score_opus":0.006953648156100557,"score_gpt":0.19400211270947215,"score_spread":0.1870484645533716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2349144829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97325844,0.00022208165,0.022691734,0.000057353715,0.000011347349,0.000011855184,0.000050179657,0.00005259365,0.0036443658],"genre_scores_gemma":[0.9987772,0.000046028843,0.0005639042,0.0000031515838,0.0000019889455,0.0000025496174,0.000025741998,0.0000021239864,0.00057731534],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998981,0.000012004858,0.000004410414,0.000016063112,0.000053607415,0.0000158391],"domain_scores_gemma":[0.9998568,0.000060948994,0.000030479687,0.000006602031,0.000038410406,0.000006714304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000115890274,0.00015726792,0.00013400805,0.00036704523,0.00013117168,0.00023018979,0.00018687769,0.00022518628,0.0005882089],"category_scores_gemma":[0.000534753,0.000057805355,0.00011797791,0.00018981911,0.00022804372,0.00033058325,0.0001623344,0.00010699087,0.00007739265],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054954947,0.00009374376,0.020127837,0.00020315366,0.000023192413,0.00079466746,0.00059486384,0.14906284,0.7565295,0.00695858,0.000543573,0.064518444],"study_design_scores_gemma":[0.000025022571,0.0006435758,0.030895151,0.000012987829,0.000017826073,0.0008251489,0.00030091513,0.8178892,0.14424369,0.0011956783,0.003882308,0.00006856057],"about_ca_topic_score_codex":0.0019016613,"about_ca_topic_score_gemma":0.00086437265,"teacher_disagreement_score":0.0019016613,"about_ca_system_score_codex":0.00021146818,"about_ca_system_score_gemma":0.000172589,"threshold_uncertainty_score":0.003781259},"labels":[],"label_agreement":null},{"id":"W2351781151","doi":"","title":"A SAMPLING PROBE OF HOT PARTICLE MASS FLUX APPLIED IN DILUTE ZONE OF CIRCULATING FLUIDIZED BED BOILERS","year":2001,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Duct (anatomy); Mass flux; Fluidized bed combustion; Flue gas; Materials science; Mechanics; Boiler (water heating); Particle (ecology); Flux (metallurgy); Economies of agglomeration; Condensation; Sampling (signal processing); Environmental science; Fluidized bed; Meteorology; Waste management; Thermodynamics; Optics; Chemical engineering; Metallurgy; Physics; Geology","score_opus":0.016919666590464563,"score_gpt":0.22542361482050424,"score_spread":0.20850394823003968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2351781151","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96033466,0.00039075201,0.037691027,0.00018928321,0.000081210645,0.00004160519,0.00008624307,0.00031523968,0.00086992054],"genre_scores_gemma":[0.9899906,0.00008232841,0.008695871,0.0000842622,0.000031279797,0.000022322238,0.00003145152,0.000020823209,0.0010411813],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974495,0.000053972934,0.000006258627,0.0000715384,0.000081706654,0.000041404313],"domain_scores_gemma":[0.9994307,0.0002879833,0.00005709385,0.000041811723,0.00012482557,0.000057478457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003661678,0.0003140341,0.00039144745,0.0002713703,0.00046773112,0.0003148282,0.0005807307,0.00083109294,0.0012570897],"category_scores_gemma":[0.000642361,0.00022803046,0.00017349515,0.00020066503,0.0005274487,0.0004239577,0.00034001697,0.0003712465,0.00014528581],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048932317,0.000022910112,0.0008838054,0.000048759168,0.0000036373935,0.000054089527,0.0001334769,0.0001493702,0.99343675,0.00014827508,0.000085108564,0.004544369],"study_design_scores_gemma":[0.000054318025,0.0011721511,0.013277614,0.000012421329,0.000030730713,0.00016891245,0.0001705598,0.008670291,0.9751052,0.00009877817,0.0012186483,0.000020477199],"about_ca_topic_score_codex":0.000657165,"about_ca_topic_score_gemma":0.0007359841,"teacher_disagreement_score":0.0012570897,"about_ca_system_score_codex":0.0004892985,"about_ca_system_score_gemma":0.00035958886,"threshold_uncertainty_score":0.0042054057},"labels":[],"label_agreement":null},{"id":"W2368151926","doi":"","title":"Accuracy comparison of engineering methods for calculating dynamic time history response of vibration-isolated buildings","year":2003,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Response analysis; Acceleration; Decoupling (probability); MATLAB; Time domain; Displacement (psychology); Vibration; Frequency response; Structural engineering; Damping ratio; Frequency domain; Acceleration time; Spectral acceleration; Vibration isolation; Control theory (sociology); Engineering; Mathematics; Computer science; Mathematical analysis; Acoustics; Ground motion; Peak ground acceleration; Control engineering; Physics","score_opus":0.013922511085720861,"score_gpt":0.3013507871694592,"score_spread":0.28742827608373833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2368151926","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03981597,0.00026204067,0.95564514,0.0000411446,0.000039549064,0.000026959575,0.0000549308,0.001072718,0.0030415624],"genre_scores_gemma":[0.6139837,0.00044456683,0.38073245,0.00004864654,0.000029727193,0.00010942351,0.00026328926,0.00035408617,0.0040341862],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99919873,0.00013619485,0.000048124566,0.00008479247,0.00049841567,0.000033809556],"domain_scores_gemma":[0.9977487,0.0009657299,0.00010652484,0.0003674054,0.0007744956,0.000037015652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00096781127,0.0004585528,0.0002970607,0.0008451524,0.00020935344,0.00044911847,0.0009684519,0.00047589917,0.002318693],"category_scores_gemma":[0.0048001413,0.00020222893,0.00027323252,0.0003340508,0.00019198297,0.00057111477,0.00048401326,0.00028645177,0.00066902494],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005535529,0.00011362305,0.0054219146,0.00048148714,0.00011735322,0.00020807933,0.00040422796,0.28919202,0.11758751,0.010339742,0.0014736606,0.5741068],"study_design_scores_gemma":[0.000046685203,0.00013382928,0.0030574468,0.000041132025,0.000026493766,0.00025472938,0.00007714844,0.92809755,0.061262395,0.001652156,0.0053173695,0.000033022847],"about_ca_topic_score_codex":0.0019150705,"about_ca_topic_score_gemma":0.0017265717,"teacher_disagreement_score":0.002318693,"about_ca_system_score_codex":0.00029319836,"about_ca_system_score_gemma":0.00036063767,"threshold_uncertainty_score":0.0077567697},"labels":[],"label_agreement":null},{"id":"W2376456096","doi":"","title":"Improvement of Main Control Equipment in Aluminum Cable Draw Machine","year":2000,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Interface (matter); Software; Controller (irrigation); Factory (object-oriented programming); Control unit; Engineering; Control system; Computer hardware; Digital control; Control (management); Pulse-width modulation; Embedded system; Computer science; Control engineering; Electrical engineering; Voltage; Operating system","score_opus":0.0026871390461087833,"score_gpt":0.18310654868633866,"score_spread":0.18041940964022987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2376456096","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2920467,0.001984778,0.68999636,0.00026051787,0.00012951874,0.0002278607,0.00009591963,0.0043514697,0.010906899],"genre_scores_gemma":[0.90949696,0.0006440198,0.08402379,0.000064928296,0.0000820219,0.00006415265,0.0001540566,0.0000956541,0.0053743357],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99943405,0.000045659508,0.00001938208,0.00008352016,0.00037426408,0.00004308772],"domain_scores_gemma":[0.999629,0.00007633855,0.000026628499,0.000043260425,0.00020628398,0.000018543353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027666573,0.0005189016,0.0003398413,0.00069578824,0.00034557082,0.0006504733,0.00068006257,0.00044513907,0.0020221418],"category_scores_gemma":[0.0009573755,0.00021813055,0.00023137494,0.00041970873,0.00023168993,0.0005656327,0.00026519236,0.00030976383,0.00048421748],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004909072,0.00016564001,0.0052022547,0.0005775029,0.00003467642,0.00049681554,0.00045230117,0.018485736,0.46136197,0.0035059238,0.0036487996,0.5055775],"study_design_scores_gemma":[0.00031907394,0.0030343866,0.058029115,0.00020317514,0.00029919072,0.002146389,0.0004230747,0.35117465,0.49984545,0.0046299705,0.07973276,0.0001627901],"about_ca_topic_score_codex":0.0013621664,"about_ca_topic_score_gemma":0.0009139503,"teacher_disagreement_score":0.0020221418,"about_ca_system_score_codex":0.00035459417,"about_ca_system_score_gemma":0.00025616414,"threshold_uncertainty_score":0.0067647696},"labels":[],"label_agreement":null},{"id":"W2384774007","doi":"10.1088/0964-1726/25/6/065007","title":"Modeling and control of flow-induced vibrations of a flexible hydrofoil in viscous flow","year":2016,"lang":"en","type":"article","venue":"Smart Materials and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Office of Naval Research","keywords":"Flow (mathematics); Flow control (data); Vortex-induced vibration; Vibration; Mechanics; Vibration control; Control (management); Control theory (sociology); Acoustics; Physics; Structural engineering; Engineering; Computer science; Telecommunications","score_opus":0.006949703406002271,"score_gpt":0.2058206579194466,"score_spread":0.19887095451344433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2384774007","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22815308,0.00022600857,0.7662792,0.00015474834,0.000041729785,0.00005046291,0.000056687382,0.00040051865,0.004637506],"genre_scores_gemma":[0.99010277,0.00006730164,0.008822883,0.000013090666,0.0000052861014,0.000033706405,0.000015863607,0.000013961479,0.0009251038],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999374,0.000013996915,0.0000026703772,0.000012113539,0.000024262397,0.000009501889],"domain_scores_gemma":[0.99990416,0.000042264688,0.000022321386,0.000009177188,0.000014713686,0.000007490459],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017419852,0.00029043815,0.00023953471,0.00014826904,0.00020392082,0.00030010863,0.000392124,0.00042959096,0.000609496],"category_scores_gemma":[0.00034483313,0.00014631376,0.00025034853,0.00006144922,0.0005439148,0.00032663002,0.0003248193,0.00033375729,0.00007479906],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031716914,0.00001645869,0.0003498061,0.000035408666,0.000006275797,0.00006702782,0.000058848676,0.96970046,0.021910014,0.0025243836,0.00008840461,0.0052112313],"study_design_scores_gemma":[0.0000027803128,0.000011909784,0.00010481415,0.0000012464996,9.2006087e-7,0.000004157638,0.0000033083568,0.9988703,0.00073007256,0.00017216039,0.00009682803,0.0000015067219],"about_ca_topic_score_codex":0.0032960877,"about_ca_topic_score_gemma":0.0018619115,"teacher_disagreement_score":0.0032960877,"about_ca_system_score_codex":0.00023798672,"about_ca_system_score_gemma":0.00034835326,"threshold_uncertainty_score":0.006553769},"labels":[],"label_agreement":null},{"id":"W2387468314","doi":"","title":"Control study on uplift of column storage-liquid container","year":2001,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CAE (Canada)","funders":"","keywords":"Shearing (physics); Geology; Geotechnical engineering; Response analysis; Seismic loading; Structural engineering; Engineering","score_opus":0.006782996400733348,"score_gpt":0.2160528109563244,"score_spread":0.20926981455559104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2387468314","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97352624,0.00016881221,0.02418165,0.000058391648,0.000028331384,0.000022776634,0.00003215931,0.00018489682,0.0017967834],"genre_scores_gemma":[0.99900216,0.00004122133,0.00054402667,0.0000067691167,0.0000026364105,0.0000036187162,0.000014084605,0.0000028146812,0.00038279773],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999238,0.000011249409,0.000004718197,0.000012680068,0.000025999181,0.000021429627],"domain_scores_gemma":[0.99986243,0.000040053517,0.000038145703,0.000010257763,0.000035199497,0.000013898793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011928002,0.00022639055,0.000152061,0.00011169014,0.000111837646,0.00021671735,0.00021158114,0.00011080553,0.0013966718],"category_scores_gemma":[0.00028931804,0.000075997894,0.00015096548,0.00006889631,0.00013557261,0.00013352107,0.00013071594,0.00011314263,0.00008034534],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013842873,0.00015264025,0.0042768638,0.00046679185,0.00003666819,0.0005479496,0.00017493081,0.07185582,0.8703055,0.0007234994,0.00054816366,0.049526934],"study_design_scores_gemma":[0.00011941427,0.0038683752,0.018358963,0.000021763404,0.00010181289,0.00020902067,0.00023736735,0.5021336,0.472394,0.00029032546,0.0022398313,0.000025472867],"about_ca_topic_score_codex":0.001945965,"about_ca_topic_score_gemma":0.0014105969,"teacher_disagreement_score":0.001945965,"about_ca_system_score_codex":0.00016633527,"about_ca_system_score_gemma":0.00012261225,"threshold_uncertainty_score":0.004672408},"labels":[],"label_agreement":null},{"id":"W2392231392","doi":"","title":"ULTRASONIC INSPECTION OF THE CYLINDER OF A BALL MILL","year":2002,"lang":"en","type":"article","venue":"Nonde Structive Testing","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Prairie Improvement Network","funders":"","keywords":"Ultrasonic sensor; Ball (mathematics); Ultrasonic testing; Ball mill; Acoustics; Mill; Engineering; Cylinder; Mechanical engineering; Engineering drawing; Materials science; Metallurgy; Mathematics; Physics; Geometry","score_opus":0.01805771245312077,"score_gpt":0.19234428874601917,"score_spread":0.1742865762928984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2392231392","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9529141,0.00036375722,0.04141402,0.00013572666,0.000036149082,0.000022443422,0.00008457887,0.00034055943,0.0046885638],"genre_scores_gemma":[0.9911116,0.000080320075,0.006569603,0.000026984952,0.00000818444,0.0000043945647,0.00006801117,0.000019598318,0.0021113153],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997558,0.000019226873,0.000007177401,0.000024629357,0.00015515264,0.00003803891],"domain_scores_gemma":[0.99911505,0.00048106912,0.0000568987,0.00005778679,0.00021705673,0.000072096394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002551976,0.00021405096,0.0004338686,0.000724786,0.000413363,0.00027335473,0.00041845388,0.0008369309,0.0014488898],"category_scores_gemma":[0.0012450846,0.00024686518,0.00016260006,0.00032370363,0.00040066053,0.00026416304,0.00036853342,0.0002862233,0.00022636422],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015502218,0.00006292838,0.0061533027,0.00014452612,0.000015697282,0.0012615107,0.0004175251,0.006232998,0.9266448,0.0013654459,0.00086775975,0.055283282],"study_design_scores_gemma":[0.00014569076,0.0027003237,0.1655282,0.00006867829,0.00007333124,0.0045608873,0.0009283921,0.24366765,0.5731024,0.0013255477,0.007775249,0.00012370241],"about_ca_topic_score_codex":0.0024352195,"about_ca_topic_score_gemma":0.001821902,"teacher_disagreement_score":0.0024352195,"about_ca_system_score_codex":0.00020870929,"about_ca_system_score_gemma":0.00040833303,"threshold_uncertainty_score":0.0048470497},"labels":[],"label_agreement":null},{"id":"W2417444117","doi":"10.1115/1.4033752","title":"Modal Analysis of the Gyroscopic Continua: Comparison of Continuous and Discretized Models","year":2016,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University","funders":"","keywords":"Discretization; Partial differential equation; Ordinary differential equation; Mathematics; Mathematical analysis; Invariant (physics); Gyroscope; Differential equation; Modal analysis; Vibration; Applied mathematics; Physics; Mathematical physics","score_opus":0.007894604494618067,"score_gpt":0.21573989087710965,"score_spread":0.20784528638249158,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2417444117","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4128603,0.0010254135,0.5685549,0.0002311097,0.000051318468,0.00006069864,0.00018783155,0.00031366866,0.016714692],"genre_scores_gemma":[0.9881909,0.0002622392,0.009993697,0.000009971391,0.000011052817,0.00003293462,0.00005361925,0.000016724644,0.0014289503],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999062,0.000019706298,0.0000039643373,0.000015825457,0.000043988206,0.000010315347],"domain_scores_gemma":[0.9998203,0.00007179661,0.000025641923,0.000040830528,0.000029374758,0.000012147923],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021161784,0.00025935774,0.0002842219,0.0003794549,0.00017528987,0.0005373335,0.00050339603,0.00038738913,0.0013650989],"category_scores_gemma":[0.00054483995,0.00010263128,0.00035260397,0.00023295742,0.00067614793,0.00069104607,0.0003284615,0.00029688122,0.00012135393],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016017782,0.00008768061,0.0020182554,0.00022287489,0.000041348594,0.00024057465,0.00055763114,0.8218479,0.046959497,0.10032816,0.00061431195,0.026921598],"study_design_scores_gemma":[0.0000039061656,0.000013672985,0.00041205683,0.0000051058605,0.000002139812,0.000022048556,0.000026096855,0.9954803,0.00072439434,0.0030349588,0.00026956075,0.000005676141],"about_ca_topic_score_codex":0.0017270369,"about_ca_topic_score_gemma":0.0007779473,"teacher_disagreement_score":0.0017270369,"about_ca_system_score_codex":0.00028487298,"about_ca_system_score_gemma":0.00024336159,"threshold_uncertainty_score":0.0045666695},"labels":[],"label_agreement":null},{"id":"W24272676","doi":"10.1007/s12253-013-9717-y","title":"Impact of Cable-deck Interaction on the Efficiency of External Damper in Controlling Stay Cable Vibration on Cable-Stayed Bridges","year":2011,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Damper; Structural engineering; Bridge (graph theory); Deck; Vibration; Tuned mass damper; Span (engineering); Engineering; Girder; Vibration control; Acoustics; Physics","score_opus":0.02024429045266147,"score_gpt":0.2453143543366838,"score_spread":0.22507006388402234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W24272676","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99803287,0.0005013437,0.0010721781,0.000019587873,0.00001474439,0.0000045012384,0.00002464487,0.000009351097,0.00032070206],"genre_scores_gemma":[0.998502,0.00017976135,0.00045950882,0.0000193708,0.0000039393635,0.000009262393,0.0000506798,0.000007009995,0.00076840754],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998385,0.000022378146,0.000006309146,0.00004071761,0.00005223265,0.00003993299],"domain_scores_gemma":[0.99981457,0.000044187665,0.00004897014,0.000008872013,0.000030377038,0.000053071843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019221265,0.00022761385,0.00020919181,0.00014560037,0.00022106367,0.00021900979,0.00024883624,0.00020437747,0.002697913],"category_scores_gemma":[0.0003888864,0.00010468534,0.00017073027,0.000080801576,0.00019282596,0.0002440019,0.00029182932,0.00023068041,0.00031069727],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024268909,0.000028332113,0.001824071,0.00008847055,0.000013127257,0.00003673756,0.000035148594,0.00029601034,0.9943305,0.00004940219,0.000044689896,0.0030108285],"study_design_scores_gemma":[0.000026998072,0.0009357758,0.055574205,0.000027170612,0.000042789914,0.00014682006,0.00022807895,0.008115439,0.9328671,0.00011008979,0.0019045536,0.00002096405],"about_ca_topic_score_codex":0.00034170298,"about_ca_topic_score_gemma":0.0005010818,"teacher_disagreement_score":0.002697913,"about_ca_system_score_codex":0.00018098495,"about_ca_system_score_gemma":0.00009272462,"threshold_uncertainty_score":0.009025395},"labels":[],"label_agreement":null},{"id":"W2466754287","doi":"10.1177/0954406216660736","title":"Simplified Vibration Model and analysis of a single-conductor transmission line with dampers","year":2016,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part C Journal of Mechanical Engineering Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Damper; Vibration; Conductor; Finite element method; Spring (device); Tuned mass damper; Structural engineering; Damping torque; Transmission line; Equations of motion; Mode (computer interface); Physics; Line (geometry); Electric power transmission; Engineering; Mechanics; Control theory (sociology); Acoustics; Mathematics; Classical mechanics; Computer science; Geometry; Electrical engineering","score_opus":0.014373607493380921,"score_gpt":0.21164682005950464,"score_spread":0.1972732125661237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2466754287","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0868182,0.000868613,0.88984585,0.00030838425,0.00009613418,0.00014284432,0.00052540743,0.0008044416,0.020590061],"genre_scores_gemma":[0.94187814,0.00092080067,0.036602795,0.00006573073,0.00006855386,0.00027239227,0.0003399169,0.00009476732,0.019756949],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999821,0.000037617025,0.000009109685,0.00005190545,0.000064991735,0.000015446714],"domain_scores_gemma":[0.9998877,0.000033177916,0.000027790722,0.000017441715,0.000025143006,0.000008740303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019017055,0.0007734004,0.0006940164,0.000402316,0.00034137085,0.0006928906,0.0016538405,0.001303078,0.0034444814],"category_scores_gemma":[0.00034352313,0.00033775216,0.0006411976,0.0003459512,0.00050235656,0.00085546693,0.00041137252,0.00055338145,0.00097323634],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000063003805,0.00003303108,0.00050862174,0.00015242363,0.000025861495,0.0004014302,0.00014445871,0.9582102,0.022438096,0.0076947687,0.0005752814,0.009752774],"study_design_scores_gemma":[0.000009318032,0.000043970605,0.00022776445,0.0000062981408,0.000007443123,0.000060964005,0.000014014086,0.9977062,0.00045801388,0.0007991134,0.0006609336,0.000006005574],"about_ca_topic_score_codex":0.0041376213,"about_ca_topic_score_gemma":0.002259299,"teacher_disagreement_score":0.0041376213,"about_ca_system_score_codex":0.0004654994,"about_ca_system_score_gemma":0.00045948676,"threshold_uncertainty_score":0.011522949},"labels":[],"label_agreement":null},{"id":"W2467211054","doi":"10.1016/j.cja.2016.06.009","title":"Invariant and energy analysis of an axially retracting beam","year":2016,"lang":"en","type":"article","venue":"Chinese Journal of Aeronautics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Axial symmetry; Partial differential equation; Mathematical analysis; Invariant (physics); Bessel function; Beam (structure); Mathematics; Vibration; Ordinary differential equation; Differential equation; Physics; Classical mechanics; Mechanics; Geometry; Mathematical physics; Quantum mechanics; Optics","score_opus":0.005741586403636939,"score_gpt":0.21656150355207168,"score_spread":0.21081991714843473,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2467211054","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34601715,0.0010083505,0.640911,0.00012572407,0.00006721866,0.000025501258,0.00008994404,0.00013572742,0.011619323],"genre_scores_gemma":[0.96139115,0.00056800264,0.029988864,0.00006119481,0.000035629153,0.000029739873,0.00008671249,0.000040109695,0.0077985153],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998621,0.000020584279,0.0000057353177,0.000023348457,0.00006938627,0.000018902872],"domain_scores_gemma":[0.999881,0.000022565595,0.000027967504,0.000018026722,0.000040269053,0.0000100784355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026465487,0.0003416328,0.0003114283,0.00064186926,0.00023549593,0.00033945692,0.0006634406,0.00038293717,0.0018593743],"category_scores_gemma":[0.00031090766,0.00015326455,0.00043656988,0.0002661077,0.0005153347,0.0005373255,0.00038000717,0.00036850479,0.00020952418],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001668025,0.00007648714,0.005486595,0.0002823569,0.000104483515,0.0013091285,0.00043682696,0.2698347,0.33012936,0.30520314,0.001261909,0.08570836],"study_design_scores_gemma":[0.000004832302,0.000054849796,0.002633516,0.0000066332723,0.000011502055,0.00014695486,0.000040885097,0.97953576,0.0060544093,0.010539199,0.0009519456,0.000019566623],"about_ca_topic_score_codex":0.0012354049,"about_ca_topic_score_gemma":0.0005556788,"teacher_disagreement_score":0.0018593743,"about_ca_system_score_codex":0.00029020567,"about_ca_system_score_gemma":0.00027428384,"threshold_uncertainty_score":0.0062202215},"labels":[],"label_agreement":null},{"id":"W2477089379","doi":"10.1142/9789812773166_0011","title":"QUANTIZATION EFFECTS IN SHALLOW POWDER BED VIBRATIONS","year":2006,"lang":"en","type":"book-chapter","venue":"Series on stability, vibration and control of systems - Series B","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Quantization (signal processing); Vibration; Materials science; Geology; Acoustics; Computer science; Physics; Computer vision","score_opus":0.007295542542740637,"score_gpt":0.1903019334121441,"score_spread":0.18300639086940346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2477089379","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25884125,0.017511576,0.61207074,0.0021273775,0.0026295225,0.00009577404,0.00025454152,0.0010350415,0.105434105],"genre_scores_gemma":[0.9036665,0.0040112576,0.03170261,0.00028726837,0.0004293254,0.000047065932,0.00011756315,0.00026834462,0.059470087],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998122,0.00003723117,0.000012764341,0.000029726816,0.00008832958,0.00001979217],"domain_scores_gemma":[0.99959284,0.0002465527,0.000024499343,0.000048030368,0.00005972382,0.000028354327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028323507,0.00037259684,0.00067188236,0.00037189262,0.00033488337,0.00069818646,0.00044954894,0.00047765166,0.008804032],"category_scores_gemma":[0.00096045487,0.000333418,0.0003141401,0.0005213231,0.0012509247,0.0011049617,0.0007815031,0.0010899636,0.00060829386],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003602867,0.00009917764,0.0006479325,0.00046201353,0.000036569163,0.0006218824,0.000818232,0.034336656,0.118289165,0.7250169,0.011283044,0.108028166],"study_design_scores_gemma":[0.00010874657,0.00025576135,0.0052134898,0.000100661746,0.000035721787,0.0008076605,0.00036372655,0.35984012,0.0242964,0.5894709,0.019377615,0.00012915416],"about_ca_topic_score_codex":0.0005743338,"about_ca_topic_score_gemma":0.00061172876,"teacher_disagreement_score":0.008804032,"about_ca_system_score_codex":0.0003140482,"about_ca_system_score_gemma":0.00019836456,"threshold_uncertainty_score":0.029452384},"labels":[],"label_agreement":null},{"id":"W2478535973","doi":"10.1007/978-3-319-28020-2_11","title":"Krein Moments Method","year":2016,"lang":"en","type":"book-chapter","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Coquitlam College","funders":"","keywords":"Section (typography); Method of moments (probability theory); Vibration; Optimal control; Control (management); Control theory (sociology); Mathematics; Applied mathematics; Computer science; Mathematical analysis; Mechanical engineering; Physics; Mathematical optimization; Engineering; Acoustics","score_opus":0.010526340709549721,"score_gpt":0.22883115501090628,"score_spread":0.21830481430135656,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2478535973","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0024419667,0.007880086,0.42536384,0.0011392018,0.0017557236,0.000063518484,0.00042697278,0.0014757221,0.5594529],"genre_scores_gemma":[0.05951756,0.010994448,0.13527058,0.00049663044,0.0012981661,0.000116364194,0.000802955,0.001717577,0.78978574],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9996749,0.000060288243,0.000012768931,0.00005773883,0.0001670891,0.000027199421],"domain_scores_gemma":[0.99984324,0.000035142304,0.000010096745,0.000049760292,0.0000485533,0.000013201508],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034633648,0.0012806851,0.00071028684,0.002069685,0.0006880708,0.0013800221,0.0009822652,0.00074829924,0.042993892],"category_scores_gemma":[0.0007015982,0.00037980088,0.0004908157,0.0010490522,0.0010619527,0.002087549,0.0012268669,0.0018088967,0.02585495],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026644331,0.00003240094,0.00004938278,0.000186139,0.000015800688,0.000071123206,0.00012066881,0.003113311,0.005077692,0.6663826,0.059093654,0.26583067],"study_design_scores_gemma":[0.000008432469,0.000025762563,0.00030613778,0.0001081262,0.000018575605,0.00043222564,0.000067790046,0.010716641,0.0069801714,0.3000065,0.6812909,0.00003870924],"about_ca_topic_score_codex":0.00054116605,"about_ca_topic_score_gemma":0.0011197388,"teacher_disagreement_score":0.042993892,"about_ca_system_score_codex":0.00069305144,"about_ca_system_score_gemma":0.0006169457,"threshold_uncertainty_score":0.14382893},"labels":[],"label_agreement":null},{"id":"W2488853324","doi":"10.2514/1.j055134","title":"Homogenization Modeling of Periodically Wrapped String-Harnessed Beam Structures: Experimental Validation","year":2016,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Inflatable; Homogenization (climate); Bending stiffness; Stiffness; Vibration; Transverse plane; Structural engineering; Physics; Mechanics; Engineering; Acoustics","score_opus":0.009396848085902606,"score_gpt":0.21605047455102505,"score_spread":0.20665362646512245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2488853324","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95926964,0.00008359287,0.037071917,0.00007275362,0.000017658722,0.000069770234,0.00017209673,0.00023855038,0.0030040948],"genre_scores_gemma":[0.9923884,0.000076356766,0.0064327247,0.000007223624,0.000003133853,0.00006269972,0.000085474996,0.000020949306,0.0009229522],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998056,0.000028118739,0.000013181941,0.000035784524,0.00008871007,0.000028577891],"domain_scores_gemma":[0.99960667,0.00013498556,0.000069434594,0.00010081231,0.00006251483,0.000025473693],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004200137,0.0003499942,0.00032952536,0.00041351886,0.00024100268,0.00040210268,0.00056475383,0.000598385,0.0011804675],"category_scores_gemma":[0.0007073282,0.0002118086,0.00027546028,0.0002957924,0.0006518513,0.0004076547,0.00044413813,0.00034342665,0.00024804485],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022129966,0.00048315414,0.0031529833,0.00016611782,0.000026103598,0.0003874888,0.0006787578,0.5240467,0.45178524,0.002602478,0.00042370733,0.01602592],"study_design_scores_gemma":[0.00003965902,0.0005635724,0.002830333,0.00001775118,0.000013359292,0.000056861172,0.00016862148,0.84168845,0.15314648,0.0003595012,0.0010931956,0.000022240965],"about_ca_topic_score_codex":0.0013434183,"about_ca_topic_score_gemma":0.0009778077,"teacher_disagreement_score":0.0013434183,"about_ca_system_score_codex":0.00034388812,"about_ca_system_score_gemma":0.00028516047,"threshold_uncertainty_score":0.003949046},"labels":[],"label_agreement":null},{"id":"W2501796165","doi":"10.1016/b978-0-12-397333-7.00003-6","title":"Cylinders in Axial Flow II","year":2016,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Intermittency; Nonlinear system; Quasiperiodic function; Flow (mathematics); Classical mechanics; Physics; Mechanics; Mathematics; Turbulence; Mathematical analysis","score_opus":0.008136699721148244,"score_gpt":0.197796746253182,"score_spread":0.18966004653203375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2501796165","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002659822,0.034913607,0.033351846,0.000826917,0.0028628868,0.00004511506,0.00017312984,0.0003550866,0.92481166],"genre_scores_gemma":[0.034178037,0.02388219,0.009866264,0.00029200574,0.0018451022,0.00006984752,0.00036441558,0.00022667987,0.9292754],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998104,0.000026195452,0.000008057882,0.000030102397,0.0001064932,0.000018752477],"domain_scores_gemma":[0.99993265,0.000016859416,0.0000040933232,0.000012433108,0.000024739302,0.000009181362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001603078,0.0010856558,0.000633711,0.0013177621,0.000711311,0.0015398778,0.0005614306,0.00071396166,0.028583996],"category_scores_gemma":[0.0003273096,0.00039490807,0.00037831624,0.0012460301,0.0011129944,0.0015965999,0.0010051903,0.0012708015,0.014338169],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026406988,0.00003107512,0.000096143245,0.0003248011,0.000007015148,0.00011375579,0.00039853345,0.0035657494,0.0033498523,0.5270744,0.11652127,0.34849104],"study_design_scores_gemma":[0.0000045046686,0.000028151258,0.00038203332,0.00016750953,0.0000056615663,0.00022276859,0.00009524628,0.002731023,0.0010583778,0.088981695,0.9063105,0.000012527679],"about_ca_topic_score_codex":0.0014346822,"about_ca_topic_score_gemma":0.0017383635,"teacher_disagreement_score":0.028583996,"about_ca_system_score_codex":0.00072300935,"about_ca_system_score_gemma":0.00070668163,"threshold_uncertainty_score":0.09562302},"labels":[],"label_agreement":null},{"id":"W2503875756","doi":"10.1115/1.4034405","title":"Transient Simulations of the Fluid–Structure Interaction Response of a Partially Confined Pipe Under Axial Flows in Opposite Directions","year":2016,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mechanics; Transient (computer programming); Instability; Transient response; Cantilever; Computer simulation; Parametric statistics; Flow (mathematics); Vibration; Fluid–structure interaction; Stability (learning theory); Physics; Limit (mathematics); Structural engineering; Engineering; Computer science; Mathematics; Finite element method; Thermodynamics; Acoustics","score_opus":0.006604001480721019,"score_gpt":0.22879832613451237,"score_spread":0.22219432465379135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2503875756","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9887822,0.000031185566,0.009154927,0.000061932005,0.000011372712,0.000017547804,0.000095891985,0.0000892271,0.001755721],"genre_scores_gemma":[0.9980413,0.000015883708,0.0014983135,0.000008828002,0.0000018881582,0.000020309759,0.000052402716,0.000009386459,0.00035166676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992883,0.000010564045,0.000003936514,0.000011419439,0.000022631673,0.000022598935],"domain_scores_gemma":[0.9996536,0.00020267523,0.000040251754,0.000030215157,0.00003991102,0.000033301207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017832842,0.00021933517,0.0004340068,0.00023586153,0.00040116083,0.00031716662,0.00037658348,0.0005909641,0.0014650946],"category_scores_gemma":[0.0007490816,0.00017874295,0.00033294247,0.00018397393,0.00053619203,0.00036937514,0.00034607062,0.00040046504,0.000086951935],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037574014,0.000180274,0.0047696503,0.00009356141,0.000046713452,0.00039570744,0.00027519718,0.9192029,0.068254344,0.001723534,0.00027538172,0.0044069816],"study_design_scores_gemma":[0.000012083609,0.000095054726,0.0012771364,0.0000028748311,0.000004928222,0.000017342876,0.00003684458,0.99414945,0.0041588955,0.00013190902,0.000107358646,0.000006269288],"about_ca_topic_score_codex":0.002433303,"about_ca_topic_score_gemma":0.0015807925,"teacher_disagreement_score":0.002433303,"about_ca_system_score_codex":0.00029390503,"about_ca_system_score_gemma":0.00036626938,"threshold_uncertainty_score":0.0049011707},"labels":[],"label_agreement":null},{"id":"W2518346995","doi":"10.1016/j.crme.2016.08.004","title":"Variational discretizations for the dynamics of fluid-conveying flexible tubes","year":2016,"lang":"en","type":"article","venue":"Comptes Rendus Mécanique","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Agence Nationale de la Recherche; University of Alberta","keywords":"Discretization; Conservation law; Mathematics; Calculus (dental); Physics; Geometry; Mathematical physics; Humanities; Mathematical analysis; Philosophy","score_opus":0.012737570423674757,"score_gpt":0.2281852525525139,"score_spread":0.21544768212883914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2518346995","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012530009,0.00024060483,0.9802571,0.0002546932,0.00006344242,0.000028248742,0.00007051966,0.0000414604,0.0065140026],"genre_scores_gemma":[0.5877859,0.0010202129,0.39332724,0.00024298862,0.00014642626,0.0002935681,0.0002514057,0.0001833919,0.016748779],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972695,0.000088084,0.000013157167,0.000039524333,0.000101789214,0.000030582956],"domain_scores_gemma":[0.9997024,0.0001247895,0.000044324726,0.000035710877,0.00005134276,0.00004132941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000672867,0.00058784994,0.0004883096,0.00053257536,0.00049332465,0.0008804263,0.0012122933,0.0010002552,0.0024058758],"category_scores_gemma":[0.0013663365,0.00036002533,0.0008375822,0.00033003217,0.0014443824,0.0009145091,0.0012574315,0.001118589,0.00039084916],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011315792,0.000021731015,0.00025015976,0.000054499484,0.00001656608,0.00007504013,0.00012214974,0.3485643,0.0054166727,0.63737637,0.0006213797,0.007469806],"study_design_scores_gemma":[0.0000046867776,0.0000089163195,0.000058807098,0.0000074489044,0.0000021159944,0.000018120001,0.000014225184,0.93306583,0.00037416565,0.06492024,0.0015180456,0.000007487929],"about_ca_topic_score_codex":0.00311114,"about_ca_topic_score_gemma":0.0027654897,"teacher_disagreement_score":0.00311114,"about_ca_system_score_codex":0.001028184,"about_ca_system_score_gemma":0.0008737876,"threshold_uncertainty_score":0.008048475},"labels":[],"label_agreement":null},{"id":"W2518370334","doi":"10.1149/ma2016-02/1/47","title":"Co-Laminar Flow Cell with Power Density of 2 Wcm<sup>-2</sup>","year":2016,"lang":"en","type":"article","venue":"ECS Meeting Abstracts","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Laminar flow; Electrolyte; Materials science; Power density; Chemical engineering; Electrode; Nanotechnology; Chemistry; Power (physics); Thermodynamics; Engineering","score_opus":0.0049321105893092255,"score_gpt":0.18786015532131511,"score_spread":0.18292804473200588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2518370334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67886895,0.0074184802,0.2790948,0.0008547002,0.00058832305,0.0006721603,0.004321936,0.006337374,0.021843184],"genre_scores_gemma":[0.9084365,0.0014851372,0.08000679,0.00026745588,0.00011977004,0.00048039688,0.0013378955,0.00012865954,0.007737354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954647,0.00002526015,0.000029880337,0.00014831031,0.00019512468,0.0000548621],"domain_scores_gemma":[0.99975556,0.00006798715,0.000057912523,0.000025333426,0.00007664418,0.000016573425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037302848,0.0008430628,0.0011468732,0.00072624977,0.0005754379,0.00062788127,0.0016404213,0.0007709331,0.0034634748],"category_scores_gemma":[0.00035644183,0.0002740768,0.0004902236,0.0008656531,0.00039356414,0.0006427009,0.0005002369,0.000770766,0.0013695126],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036116148,0.00012931511,0.0013531962,0.0004033776,0.000032958833,0.00019366105,0.00006539954,0.0018144005,0.9674318,0.0013329964,0.001986679,0.024894956],"study_design_scores_gemma":[0.000028459848,0.00020551191,0.0010316728,0.0000109853045,0.00003920865,0.00030399003,0.000019039628,0.008483523,0.98101276,0.00017942103,0.00866932,0.000016099393],"about_ca_topic_score_codex":0.0007645444,"about_ca_topic_score_gemma":0.0017136233,"teacher_disagreement_score":0.0034634748,"about_ca_system_score_codex":0.00064819533,"about_ca_system_score_gemma":0.0004751717,"threshold_uncertainty_score":0.011586487},"labels":[],"label_agreement":null},{"id":"W2523226998","doi":"10.1515/meceng-2016-0022","title":"Dynamics and Stability of a Flexible, Slender Cylinder Flexibly Restrained at One End and Free at the Other and Subjected to Axial Flow","year":2016,"lang":"en","type":"article","venue":"Archive of Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Simon Fraser University","keywords":"Spring (device); Tapering; Cylinder; Flow (mathematics); Stiffness; Equations of motion; Mechanics; Dynamics (music); Rotation around a fixed axis; Instability; Physics; Mathematics; Structural engineering; Classical mechanics; Geometry; Engineering; Computer science","score_opus":0.009907342353721111,"score_gpt":0.19736234705516237,"score_spread":0.18745500470144125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2523226998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98938656,0.00004868372,0.008165572,0.000078887446,0.000010131131,0.000010770709,0.000019253655,0.000024869862,0.0022552435],"genre_scores_gemma":[0.9977463,0.000024796647,0.00074764015,0.0000075435632,0.000002699083,0.000009605058,0.000015998228,0.0000046892146,0.0014406991],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999207,0.000013267118,0.0000033801043,0.000014037105,0.0000302077,0.00001846977],"domain_scores_gemma":[0.9998586,0.00003518335,0.000041936833,0.00001267716,0.000019050884,0.000032521504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025864504,0.00022239621,0.00038497354,0.00045185065,0.00065377814,0.0005376445,0.00039402005,0.00048098195,0.0009320324],"category_scores_gemma":[0.00044838866,0.00014728802,0.00029193508,0.0001518538,0.001307388,0.00034066406,0.00067328295,0.00028715015,0.00012254305],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072678283,0.00013268406,0.0048801084,0.00009473518,0.00007274045,0.0019780684,0.0006753287,0.6961952,0.25966048,0.024862705,0.00043426527,0.010286972],"study_design_scores_gemma":[0.000042113617,0.0002156214,0.0038448756,0.000009651157,0.000011940694,0.00010859292,0.00014659941,0.9859243,0.0070625716,0.0022179878,0.000387272,0.000028376719],"about_ca_topic_score_codex":0.0029250444,"about_ca_topic_score_gemma":0.0013693247,"teacher_disagreement_score":0.0029250444,"about_ca_system_score_codex":0.0003639972,"about_ca_system_score_gemma":0.00047955953,"threshold_uncertainty_score":0.0058160424},"labels":[],"label_agreement":null},{"id":"W2531078525","doi":"10.1121/1.4964372","title":"Wave propagation analysis in spiral geometries","year":2016,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Conical surface; Spiral (railway); Exponential function; Physics; Cylindrical coordinate system; French horn; Harmonic; Logarithmic spiral; Mathematical analysis; Space (punctuation); Geometry; Mathematics; Acoustics; Computer science","score_opus":0.008172359559186151,"score_gpt":0.21441672106512227,"score_spread":0.2062443615059361,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2531078525","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19390164,0.0007398345,0.78248453,0.00015171098,0.00007977341,0.000045038505,0.00012416321,0.00032703415,0.02214628],"genre_scores_gemma":[0.90964854,0.0012491352,0.07793914,0.0000937935,0.00004804127,0.000057601603,0.00020965363,0.00010134939,0.010652839],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998776,0.000019634486,0.0000068426116,0.000026305186,0.00004874161,0.000020968604],"domain_scores_gemma":[0.9996086,0.00014755329,0.00006818583,0.00003178935,0.00012276553,0.000021245232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017263507,0.00039766493,0.0002876269,0.00046628102,0.0001999008,0.00046360944,0.00028500988,0.0004169579,0.0029818008],"category_scores_gemma":[0.0011323775,0.00015361335,0.00038330385,0.00042905935,0.00036754293,0.0007205595,0.0004034177,0.00031254906,0.00080718624],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003040119,0.000079495425,0.004130775,0.00033555913,0.000042679832,0.0008360247,0.000585336,0.5538393,0.13938415,0.21275307,0.0019447567,0.08576489],"study_design_scores_gemma":[0.000018137867,0.00026099567,0.0018584551,0.000032027347,0.000013715854,0.00053024036,0.00015559501,0.9492405,0.01146552,0.03166897,0.004719495,0.000036357764],"about_ca_topic_score_codex":0.0006471352,"about_ca_topic_score_gemma":0.00026622746,"teacher_disagreement_score":0.0029818008,"about_ca_system_score_codex":0.0002549595,"about_ca_system_score_gemma":0.0002385217,"threshold_uncertainty_score":0.009975135},"labels":[],"label_agreement":null},{"id":"W2539440260","doi":"10.1016/j.jmaa.2016.10.042","title":"A recursion formula for the construction of local conservation laws of differential equations","year":2016,"lang":"en","type":"article","venue":"Journal of Mathematical Analysis and Applications","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Conservation law; Mathematics; Ode; Ordinary differential equation; Mathematical analysis; Nonlinear system; Partial differential equation; Differential equation; Physics","score_opus":0.010289397166100745,"score_gpt":0.23372134583994306,"score_spread":0.2234319486738423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2539440260","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024439054,0.0012626334,0.9441644,0.0007065595,0.00033404553,0.00005902605,0.00012289162,0.00025408767,0.028657269],"genre_scores_gemma":[0.51337105,0.002920829,0.43272668,0.00094135967,0.00076391484,0.00037381472,0.0004074395,0.0008704252,0.04762442],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9996093,0.00012730737,0.00003183616,0.000062246036,0.0001195788,0.00004987292],"domain_scores_gemma":[0.99885726,0.00054928655,0.00006606942,0.00012729192,0.00031270314,0.000087444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023182065,0.0006583077,0.0010103952,0.0020746922,0.0012326826,0.0020916117,0.0016868671,0.0012174769,0.005468839],"category_scores_gemma":[0.005687692,0.0005349414,0.0012201621,0.0015195603,0.001821463,0.0039992733,0.002278476,0.003535147,0.0013099343],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000058934666,0.00001281371,0.0001323394,0.000035235804,0.0000053437807,0.00004086205,0.00014816505,0.0013121872,0.0008290767,0.984271,0.0012409091,0.011966272],"study_design_scores_gemma":[0.00001152319,0.00001974489,0.00022442758,0.00004142567,0.000016127378,0.000112915375,0.000043860506,0.05703639,0.00073294836,0.93372005,0.008017911,0.000022847902],"about_ca_topic_score_codex":0.0017417115,"about_ca_topic_score_gemma":0.002436021,"teacher_disagreement_score":0.005468839,"about_ca_system_score_codex":0.001572698,"about_ca_system_score_gemma":0.0009241363,"threshold_uncertainty_score":0.01829511},"labels":[],"label_agreement":null},{"id":"W2543696305","doi":"10.1109/iembs.1991.684436","title":"A Low Cost Implementation Of A Beam Machine","year":2005,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Computer science; Beam (structure); Physics; Optics","score_opus":0.004598716152809331,"score_gpt":0.24190275580510062,"score_spread":0.2373040396522913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2543696305","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.050989937,0.00018622997,0.9258147,0.00033233027,0.0003412029,0.00043482566,0.00022955664,0.01020186,0.011469391],"genre_scores_gemma":[0.33427322,0.00010739297,0.6471844,0.00022388581,0.00010075251,0.0003200156,0.000381666,0.00026939317,0.017139267],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993722,0.00008548342,0.000026760743,0.0000978104,0.00035015462,0.00006756442],"domain_scores_gemma":[0.99932075,0.00012584955,0.0000524736,0.0001934372,0.00023633633,0.00007127404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004246273,0.0005608163,0.0006925301,0.00058706384,0.0005232759,0.0005540797,0.0020514794,0.00095034955,0.025314175],"category_scores_gemma":[0.0008166832,0.00044924178,0.00030865837,0.0004919722,0.000245213,0.00068782654,0.00063643657,0.0006752074,0.0064178687],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000934995,0.0003898453,0.0021448692,0.00038504234,0.0000744688,0.0003504408,0.00011348143,0.0041868654,0.46814582,0.0075375373,0.012080779,0.5036559],"study_design_scores_gemma":[0.001064994,0.007933615,0.018169971,0.00014841944,0.0002983742,0.003630438,0.00017405523,0.25185797,0.52366936,0.0048438604,0.18794054,0.0002684757],"about_ca_topic_score_codex":0.0005847625,"about_ca_topic_score_gemma":0.0009002854,"teacher_disagreement_score":0.025314175,"about_ca_system_score_codex":0.00019392707,"about_ca_system_score_gemma":0.00051873195,"threshold_uncertainty_score":0.08468437},"labels":[],"label_agreement":null},{"id":"W2544179568","doi":"10.1109/ceidp.2006.312093","title":"Model for comprehensive simulation of overhead high voltage power transmission line galloping and protection","year":2006,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Electric power transmission; Transmission line; Inertia; Coupling (piping); Overhead (engineering); Aerodynamics; Overhead line; Power flow; Vibration; Pantograph; Power transmission; Engineering; Structural engineering; Power (physics); Mechanics; Acoustics; Electric power system; Electrical engineering; Physics; Aerospace engineering; Mechanical engineering","score_opus":0.020429202430309188,"score_gpt":0.23944865536076346,"score_spread":0.21901945293045427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2544179568","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.058481276,0.000372741,0.8880309,0.00055679365,0.00018122546,0.00020599304,0.0023787122,0.00339984,0.046392526],"genre_scores_gemma":[0.8737859,0.0006603703,0.0746038,0.00015905742,0.00007671801,0.0009845626,0.0030365807,0.00043388133,0.04625903],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998548,0.000031932836,0.00000877588,0.000025114237,0.00005264328,0.000026649428],"domain_scores_gemma":[0.9997826,0.00008023019,0.0000280617,0.000019308498,0.00007067957,0.000019191557],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021978503,0.0008155478,0.000813105,0.00037858431,0.00059422274,0.00083809,0.0015794903,0.0019801464,0.012705076],"category_scores_gemma":[0.00071003026,0.00040637102,0.00084607746,0.0005045009,0.0003305086,0.0009054737,0.000560718,0.0011057878,0.0016399442],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019217503,0.000017920269,0.00030517508,0.000026427371,0.000008411469,0.00007267912,0.00002704737,0.9926957,0.0011329487,0.0031593863,0.0007245669,0.0018106704],"study_design_scores_gemma":[0.0000083892755,0.000008894953,0.00008573422,0.00000296861,0.0000030422996,0.000010100394,0.0000056419212,0.9981395,0.0001416529,0.0006483786,0.0009428979,0.0000027368126],"about_ca_topic_score_codex":0.015798517,"about_ca_topic_score_gemma":0.010325916,"teacher_disagreement_score":0.015798517,"about_ca_system_score_codex":0.00065542926,"about_ca_system_score_gemma":0.001050569,"threshold_uncertainty_score":0.04250276},"labels":[],"label_agreement":null},{"id":"W2561402704","doi":"10.1115/1.4035455","title":"Rational Damping Arrangement Design for Transmission Lines Vibrations: Analytical and Experimental Analysis","year":2016,"lang":"en","type":"article","venue":"Journal of Dynamic Systems Measurement and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Damper; Electric power transmission; Vibration; Structural engineering; Counterweight; Conductor; Damping torque; Overhead (engineering); Tower; Vibration control; Engineering; Transmission tower; Transmission (telecommunications); Tuned mass damper; Control theory (sociology); Damping ratio; Physics; Computer science; Voltage; Acoustics; Electrical engineering; Materials science; Control (management)","score_opus":0.024714422179936447,"score_gpt":0.24152891626118667,"score_spread":0.21681449408125023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2561402704","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8851639,0.0003174667,0.110137805,0.0001168784,0.000040672257,0.0001313717,0.00008533157,0.0003756337,0.0036310179],"genre_scores_gemma":[0.98568845,0.00006866411,0.01381164,0.000003436681,0.0000030769008,0.000033036926,0.000014169531,0.0000091177735,0.00036848203],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995633,0.00009875778,0.00001617244,0.00007454784,0.0001978016,0.00004934676],"domain_scores_gemma":[0.99936,0.00026481648,0.0001708312,0.0000781148,0.00010324447,0.000022927366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066576386,0.0005329148,0.00030242626,0.00038386937,0.0002493963,0.00038958437,0.00053206924,0.00049355393,0.0017088881],"category_scores_gemma":[0.0014193469,0.0002330614,0.00016619432,0.00024037572,0.00056610897,0.00037815722,0.0002447774,0.00024971322,0.00021965873],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00070266705,0.00049656397,0.0009202296,0.00039554475,0.000019461986,0.00012589431,0.00039033632,0.069192685,0.8834859,0.0031197243,0.00036485883,0.040786076],"study_design_scores_gemma":[0.00032434062,0.0034942988,0.0026920587,0.000042701377,0.000052432006,0.00012618826,0.00023015574,0.47116613,0.5186368,0.0008189068,0.0023638527,0.00005206378],"about_ca_topic_score_codex":0.00045407235,"about_ca_topic_score_gemma":0.0006050362,"teacher_disagreement_score":0.0017088881,"about_ca_system_score_codex":0.00038474388,"about_ca_system_score_gemma":0.00019883721,"threshold_uncertainty_score":0.0057168007},"labels":[],"label_agreement":null},{"id":"W2562980163","doi":"10.1016/j.compstruct.2016.12.053","title":"Nonlinear steady-state responses of longitudinally traveling functionally graded material plates in contact with liquid","year":2016,"lang":"en","type":"article","venue":"Composite Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":130,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Galerkin method; Nonlinear system; Harmonic balance; Inviscid flow; Mathematical analysis; Steady state (chemistry); Mathematics; Equations of motion; Discretization; Mechanics; Partial differential equation; Ordinary differential equation; Functionally graded material; Differential equation; Classical mechanics; Physics; Material properties","score_opus":0.007803415480314843,"score_gpt":0.2103642993340387,"score_spread":0.20256088385372384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2562980163","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9917099,0.000028325354,0.005614098,0.00004202929,0.0000061723604,0.0000101755895,0.000036052417,0.000036301586,0.0025170448],"genre_scores_gemma":[0.9982804,0.000014997505,0.00043473853,0.0000063720004,0.0000013096328,0.0000068319546,0.000019306366,0.0000068225595,0.0012293005],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999014,0.000015710915,0.0000030225256,0.000018585748,0.000035204026,0.00002608199],"domain_scores_gemma":[0.9997787,0.000110892535,0.00003360048,0.000016280843,0.000036977697,0.000023646233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017694953,0.00023346575,0.00022095769,0.00025324206,0.00028630573,0.00048708342,0.00036945753,0.00045510285,0.002850701],"category_scores_gemma":[0.00060548505,0.00017566448,0.000179127,0.00018750274,0.0008430266,0.00039220066,0.00037881787,0.0003302607,0.00032433658],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016028228,0.00026806505,0.0051692897,0.00017510359,0.000049579667,0.0011323272,0.0014502354,0.13088204,0.8405267,0.005582697,0.0005522036,0.0126089025],"study_design_scores_gemma":[0.000048787308,0.00048588784,0.011520116,0.000024772422,0.000021383346,0.00014515735,0.00074747624,0.8599085,0.12551914,0.0010654553,0.00046481262,0.000048419184],"about_ca_topic_score_codex":0.001698052,"about_ca_topic_score_gemma":0.0014114125,"teacher_disagreement_score":0.002850701,"about_ca_system_score_codex":0.00031473968,"about_ca_system_score_gemma":0.00023439445,"threshold_uncertainty_score":0.009536564},"labels":[],"label_agreement":null},{"id":"W2563393140","doi":"10.1142/s1758825117500053","title":"Instability of Viscoelastic Plates with Longitudinally Variable Speed and Immersed in Ideal Liquid","year":2016,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Inviscid flow; Instability; Mechanics; Viscoelasticity; Compressibility; Bernoulli's principle; Boundary value problem; Classical mechanics; Mathematical analysis; Conservative vector field; Physics; Multiple-scale analysis; Boundary (topology); Mathematics; Partial differential equation; Vibration; Thermodynamics","score_opus":0.004872988187508382,"score_gpt":0.19736621038911334,"score_spread":0.19249322220160495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2563393140","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9818517,0.0002864506,0.014668613,0.00010804322,0.00002939936,0.000019500869,0.000043666896,0.00005836889,0.0029342247],"genre_scores_gemma":[0.99778336,0.000081911116,0.0011602155,0.000008919108,0.000006249016,0.00000939477,0.000024911486,0.000006172044,0.00091874605],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99978036,0.000030640294,0.00001164968,0.000041937346,0.00008447463,0.000050904924],"domain_scores_gemma":[0.9995615,0.0001642956,0.00014097418,0.00003084895,0.000057875994,0.00004448362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022628329,0.0004964264,0.0005179254,0.000594402,0.00047929108,0.0008565305,0.00064025685,0.0006144114,0.00091464585],"category_scores_gemma":[0.00092871394,0.00020554516,0.0003148294,0.00031635456,0.0016217066,0.0006058178,0.00085952,0.00039804194,0.00014772602],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011906461,0.00017669321,0.008245697,0.00044632243,0.00010108236,0.006074571,0.0018656411,0.298452,0.6522493,0.01840456,0.00068945036,0.012104054],"study_design_scores_gemma":[0.000044371627,0.00027929523,0.0033188472,0.000024242863,0.000021124926,0.00034875632,0.00045031606,0.89731264,0.095476694,0.0021021068,0.00056991057,0.000051706418],"about_ca_topic_score_codex":0.002082383,"about_ca_topic_score_gemma":0.00072759297,"teacher_disagreement_score":0.002082383,"about_ca_system_score_codex":0.00036605855,"about_ca_system_score_gemma":0.00033887717,"threshold_uncertainty_score":0.004140556},"labels":[],"label_agreement":null},{"id":"W2565618677","doi":"","title":"STR-940: PARAMETRIC SIMULATION OF ROOF STRUCTURAL SNOW LOADS","year":2016,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Snow; Roof; Parametric statistics; Structural engineering; Geology; Geotechnical engineering; Engineering; Mathematics; Statistics; Geomorphology","score_opus":0.047960253177755374,"score_gpt":0.2837873835839936,"score_spread":0.2358271304062382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2565618677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8587724,0.00008272905,0.07552599,0.00016001344,0.000063618245,0.00019270407,0.0034028208,0.003379325,0.05842046],"genre_scores_gemma":[0.9779238,0.00004267712,0.017141135,0.000018866149,0.0000054105485,0.00010401388,0.00086992886,0.00018243396,0.0037116644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997595,0.000031900698,0.000007973281,0.000025224654,0.000103913415,0.0000714149],"domain_scores_gemma":[0.99943906,0.00027853713,0.00003899407,0.000058232185,0.00014057821,0.000044608496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040024653,0.00052508235,0.0004232494,0.0004908286,0.00061496993,0.0006057927,0.0013013671,0.00079517014,0.005329366],"category_scores_gemma":[0.0012377718,0.00036723056,0.00050646137,0.0005346406,0.00066692,0.00037317115,0.0006332959,0.0006439427,0.0005342978],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000065644526,0.000046672518,0.002335533,0.00003219051,0.000011780657,0.00007319923,0.000109242355,0.9861173,0.0024928988,0.001477648,0.00103601,0.006201787],"study_design_scores_gemma":[0.000008341556,0.000021275815,0.0006723801,0.0000032290543,0.000002510295,0.000010062058,0.000027279168,0.9975662,0.00084967876,0.00013894125,0.0006941817,0.0000059629883],"about_ca_topic_score_codex":0.1249756,"about_ca_topic_score_gemma":0.107470565,"teacher_disagreement_score":0.1249756,"about_ca_system_score_codex":0.0012680383,"about_ca_system_score_gemma":0.0022533059,"threshold_uncertainty_score":0.2484963},"labels":[],"label_agreement":null},{"id":"W2570170636","doi":"10.1139/cjce-2016-0246","title":"Full-order and single-parameter searching analysis of coupled flutter instability for long-span bridges","year":2017,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Science Foundation","keywords":"Flutter; Discretization; Span (engineering); Eigenvalues and eigenvectors; Computation; Mathematics; Bridge (graph theory); Instability; Applied mathematics; Reliability (semiconductor); Control theory (sociology); Mathematical analysis; Engineering; Computer science; Structural engineering; Algorithm; Physics; Mechanics; Aerodynamics","score_opus":0.01351703283227088,"score_gpt":0.21788850498589035,"score_spread":0.20437147215361948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2570170636","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08677179,0.00026676105,0.9088095,0.00009852039,0.000019679625,0.000049527727,0.000026119049,0.00015753636,0.0038005877],"genre_scores_gemma":[0.88118595,0.0003273426,0.11342465,0.000048888935,0.000021744667,0.0001568116,0.00006649313,0.00006398748,0.004704198],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999912,0.000020526555,0.000004311587,0.000015003835,0.000038223854,0.000009829851],"domain_scores_gemma":[0.99984443,0.000056892528,0.000024589433,0.000013331981,0.000048067388,0.0000127762005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026675774,0.0005200055,0.0004951514,0.00040971293,0.00034435594,0.00036585287,0.0006486121,0.0006977395,0.0014015137],"category_scores_gemma":[0.00054307794,0.00026493613,0.00071935816,0.00019697963,0.0003820853,0.00059216196,0.00051324104,0.0003888371,0.00016052285],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000672155,0.000052134103,0.0019442895,0.00014889715,0.000053716736,0.00023552988,0.00022311413,0.91263443,0.030525178,0.01324406,0.0006095478,0.04026184],"study_design_scores_gemma":[0.0000020323273,0.0000074534382,0.0000855963,0.0000017660249,0.0000015104285,0.00001265021,0.0000063472,0.9991184,0.00027807726,0.00039905464,0.00008405447,0.0000031575498],"about_ca_topic_score_codex":0.003742564,"about_ca_topic_score_gemma":0.002654199,"teacher_disagreement_score":0.003742564,"about_ca_system_score_codex":0.00027588737,"about_ca_system_score_gemma":0.00066885306,"threshold_uncertainty_score":0.0074415803},"labels":[],"label_agreement":null},{"id":"W2574511962","doi":"10.1016/j.jsv.2017.01.005","title":"Oscillations control of a transmission belt by Excitation Clipping using Clutch Clamping Control (E4C)","year":2017,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Mitacs","keywords":"Clutch; Clamping; Clipping (morphology); Transmission (telecommunications); Excitation; Control theory (sociology); Control (management); Engineering; Acoustics; Electrical engineering; Automotive engineering; Computer science; Physics; Mechanical engineering; Artificial intelligence","score_opus":0.014011086016957516,"score_gpt":0.2553531958325178,"score_spread":0.24134210981556029,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2574511962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75793284,0.0002662895,0.23152125,0.000116149364,0.00017469456,0.00008081196,0.00006542855,0.0010619428,0.008780685],"genre_scores_gemma":[0.9941871,0.000025414667,0.004338671,0.000011944376,0.000008723155,0.000013492634,0.000013166335,0.000009628435,0.0013918362],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990296,0.000012257135,0.00000777972,0.000027484662,0.000032068234,0.000017420836],"domain_scores_gemma":[0.99983823,0.000043914173,0.000035973477,0.00002064993,0.000043335473,0.000017848797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017006072,0.0003169526,0.00020018556,0.00028870167,0.000269657,0.0002828837,0.0004610924,0.00023879475,0.0022437966],"category_scores_gemma":[0.0002337252,0.00011320534,0.00013728027,0.00014523554,0.00017271016,0.00020939976,0.0002796897,0.00014478726,0.0001782069],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011798601,0.00016959106,0.0023190398,0.0003365742,0.000031011445,0.00039958677,0.00031554478,0.013161865,0.8310531,0.0016961328,0.0010624221,0.14827542],"study_design_scores_gemma":[0.00025553978,0.0019009918,0.022393659,0.000056762492,0.00013224687,0.00038971333,0.00014172656,0.5855574,0.38029385,0.0006386496,0.008166377,0.0000730786],"about_ca_topic_score_codex":0.00088553736,"about_ca_topic_score_gemma":0.00090622716,"teacher_disagreement_score":0.0022437966,"about_ca_system_score_codex":0.000104382016,"about_ca_system_score_gemma":0.00013565343,"threshold_uncertainty_score":0.0075061917},"labels":[],"label_agreement":null},{"id":"W2580674040","doi":"10.1177/0954407016685966","title":"Modelling of the rotational vibrations of the engine front-end accessory drive system: a generic method","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part D Journal of Automobile Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"National Natural Science Foundation of China","keywords":"Pulley; Belt drive; Vibration; Tension (geology); Control theory (sociology); Computer science; Structural engineering; Mechanical engineering; Engineering; Mechanics; Physics; Acoustics; Classical mechanics","score_opus":0.017089192487344407,"score_gpt":0.22587945884689048,"score_spread":0.20879026635954606,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2580674040","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0044551184,0.00011552771,0.99229264,0.00001261628,0.000014562799,0.000032497795,0.000054655542,0.0002269403,0.0027953815],"genre_scores_gemma":[0.5698046,0.0011446172,0.41043863,0.000049648872,0.0000748836,0.0005690923,0.0007117277,0.0002795687,0.016927274],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972755,0.000045107936,0.000018157541,0.00007009425,0.000114697046,0.00002446911],"domain_scores_gemma":[0.9998319,0.000035720543,0.000027990889,0.00003346045,0.00006179518,0.000009182924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032679262,0.0011007048,0.0007112456,0.0006169131,0.00029429758,0.00078690524,0.0013761498,0.001042888,0.0027265188],"category_scores_gemma":[0.0005115326,0.00042756053,0.0012769818,0.00040313244,0.00043611816,0.00063751225,0.0006290091,0.0006462452,0.0012551066],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038798917,0.000049035996,0.0009903102,0.0002567715,0.000045347162,0.00019796156,0.0001323544,0.8996835,0.034596346,0.0111225825,0.00066077174,0.052226335],"study_design_scores_gemma":[0.000004068595,0.000021540507,0.0002482483,0.000010874905,0.000008781287,0.00004750529,0.0000143461975,0.9947113,0.0016489689,0.0010227053,0.0022527536,0.00000887964],"about_ca_topic_score_codex":0.003368948,"about_ca_topic_score_gemma":0.0021858374,"teacher_disagreement_score":0.003368948,"about_ca_system_score_codex":0.0004057716,"about_ca_system_score_gemma":0.00072133937,"threshold_uncertainty_score":0.00912112},"labels":[],"label_agreement":null},{"id":"W2586877371","doi":"10.1515/nleng-2016-0068","title":"Nonlinear Responses and Stability of an Elastic Suspended Cable System Subjected to Parametrical External Excitations","year":2017,"lang":"en","type":"article","venue":"Nonlinear Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Parametric statistics; Stability (learning theory); Vibration; Plane (geometry); Excitation; Chaotic; Mechanics; Phase plane; Control theory (sociology); Physics; Mathematics; Acoustics; Computer science; Geometry","score_opus":0.016069202415564428,"score_gpt":0.2531610724268474,"score_spread":0.23709187001128296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2586877371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97857785,0.000032718937,0.019143412,0.000038519436,0.000007501452,0.000009810701,0.000025587244,0.000035639197,0.0021291126],"genre_scores_gemma":[0.99906474,0.000014838825,0.00040556496,0.0000030633507,0.0000010909711,0.000005134557,0.000010700499,0.0000023011498,0.0004926261],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991584,0.000019887584,0.000003589191,0.000017744307,0.000029635381,0.0000133219255],"domain_scores_gemma":[0.9998085,0.000089967085,0.00003504199,0.000019407451,0.000032450942,0.000014756429],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017125919,0.00019042929,0.00017647973,0.00014486957,0.0002129787,0.00022988647,0.00016557446,0.00030826783,0.0011723946],"category_scores_gemma":[0.0005620704,0.00008517137,0.00015701228,0.00008654511,0.00048691238,0.00023177169,0.00037890044,0.00018843418,0.00010680901],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005786369,0.00006948461,0.0067950785,0.00015530639,0.000086751876,0.0013044111,0.00074825564,0.4213946,0.54803085,0.003555589,0.00024980883,0.017031267],"study_design_scores_gemma":[0.00001606384,0.00032013265,0.008899683,0.000014534118,0.000015891233,0.00016042522,0.00028464146,0.95751643,0.03144709,0.0009600193,0.0003382263,0.00002676833],"about_ca_topic_score_codex":0.0007666514,"about_ca_topic_score_gemma":0.0005299647,"teacher_disagreement_score":0.0011723946,"about_ca_system_score_codex":0.00012330366,"about_ca_system_score_gemma":0.00013670603,"threshold_uncertainty_score":0.003922045},"labels":[],"label_agreement":null},{"id":"W2587010398","doi":"10.1115/imece2016-66315","title":"Experiments and Simulations in Travelling Wave and Non-Stationary Nonlinear Vibrations of Circular Cylindrical Shells","year":2016,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Physics; Vibration; Shell (structure); Nonlinear system; Added mass; Amplitude; Excitation; Mechanics; Classical mechanics; Inviscid flow; Resonance (particle physics); Acoustics; Optics; Materials science","score_opus":0.01322794511424918,"score_gpt":0.2325372366279061,"score_spread":0.2193092915136569,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2587010398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959644,0.000025650024,0.002807086,0.000019277106,0.000004641008,0.000012067721,0.000065304215,0.000040636383,0.0010609222],"genre_scores_gemma":[0.99694794,0.000023433971,0.0025076033,0.0000043197942,0.0000011853756,0.000024587838,0.000050904346,0.000012969254,0.0004270587],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990094,0.000013639021,0.0000054944217,0.000016225276,0.000031696676,0.000031972766],"domain_scores_gemma":[0.9995869,0.0001899489,0.000054866203,0.000054644275,0.000073625866,0.000040092535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002859189,0.00032071935,0.0003710763,0.00029378792,0.00032600472,0.00023787489,0.00074076356,0.00064928597,0.0017625382],"category_scores_gemma":[0.0007852554,0.0001879133,0.0003472281,0.00025634913,0.00057498564,0.00029989154,0.00040323546,0.00036256344,0.0001301349],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006061839,0.0002652794,0.005362104,0.0002553365,0.00003848547,0.0006708552,0.0006438797,0.79879475,0.18539074,0.0026130716,0.00021686252,0.005142377],"study_design_scores_gemma":[0.00003543971,0.0005250274,0.003169922,0.0000126422265,0.000013214175,0.000049549548,0.00014972358,0.96392107,0.031466268,0.0003496716,0.00028768496,0.000019812758],"about_ca_topic_score_codex":0.0021531242,"about_ca_topic_score_gemma":0.0015713015,"teacher_disagreement_score":0.0021531242,"about_ca_system_score_codex":0.00021031642,"about_ca_system_score_gemma":0.00024417785,"threshold_uncertainty_score":0.0058962703},"labels":[],"label_agreement":null},{"id":"W2587156372","doi":"10.1115/imece2016-67560","title":"Theoretical and Experimental Study on Large Amplitude Vibrations of Clamped Viscoelastic Plates","year":2016,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Viscoelasticity; Boundary value problem; Nonlinear system; Mathematical analysis; Vibration; Kelvin–Voigt material; Differential equation; Mechanics; Mathematics; Physics; Acoustics","score_opus":0.006068671529938947,"score_gpt":0.24337605566148887,"score_spread":0.23730738413154992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2587156372","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9050362,0.0012769501,0.08876537,0.000105359126,0.00007224617,0.0000658924,0.00007569709,0.00014618602,0.0044559822],"genre_scores_gemma":[0.9822197,0.00051994104,0.015670301,0.000027371716,0.000023961578,0.000032999527,0.0000679658,0.000014057231,0.0014237434],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953544,0.000054020937,0.000015574124,0.00010673403,0.00025961848,0.000028555594],"domain_scores_gemma":[0.99922395,0.00043374774,0.00008500415,0.00011492136,0.00010934303,0.00003300298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050640904,0.00043921635,0.00028412137,0.0004375938,0.00029826994,0.0002680782,0.00078748167,0.00074062776,0.0027193206],"category_scores_gemma":[0.0011627056,0.00024048025,0.00028604572,0.00027239913,0.0010371938,0.0006056285,0.00047661806,0.0004398874,0.00036081942],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015376306,0.00009370026,0.0008949554,0.0003125911,0.000012091425,0.00032610082,0.00035658927,0.006180309,0.97597677,0.0009992531,0.00007472282,0.014619203],"study_design_scores_gemma":[0.000028053268,0.001371193,0.010925049,0.000075038646,0.000045795026,0.0008693946,0.0005593082,0.058344286,0.9237856,0.00089768704,0.003047094,0.00005143023],"about_ca_topic_score_codex":0.00018471816,"about_ca_topic_score_gemma":0.00017302054,"teacher_disagreement_score":0.0027193206,"about_ca_system_score_codex":0.00018929262,"about_ca_system_score_gemma":0.000113915594,"threshold_uncertainty_score":0.00909698},"labels":[],"label_agreement":null},{"id":"W2593011263","doi":"10.1016/j.engstruct.2017.01.047","title":"The response of a guyed transmission line system to boundary layer wind","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Aeroelasticity; Structural engineering; Electric power transmission; Engineering; Transmission tower; Transmission line; Transmission (telecommunications); Tower; Aerodynamics; Aerospace engineering; Electrical engineering","score_opus":0.005367052267100468,"score_gpt":0.221056441052138,"score_spread":0.21568938878503754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593011263","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9892168,0.000025512061,0.0073310677,0.0001335978,0.000018315812,0.000018603783,0.000080095684,0.00013320406,0.0030428143],"genre_scores_gemma":[0.9990133,0.0000074008303,0.00030186464,0.000009112827,0.0000013638711,0.0000034301847,0.000023181708,0.0000067669716,0.0006337252],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999877,0.000040801428,0.000005500712,0.000022431896,0.00002218644,0.00003212366],"domain_scores_gemma":[0.99948066,0.00029005474,0.000044701064,0.000031017313,0.00007974582,0.000073861076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000268228,0.00025305236,0.00036458345,0.00023952147,0.00049171766,0.00052067754,0.0003324271,0.001198041,0.0034445731],"category_scores_gemma":[0.0013304973,0.00022468614,0.00023657907,0.00014461631,0.0005999369,0.00040177046,0.00038443645,0.0005731592,0.0002935561],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012613424,0.00017726266,0.009560433,0.000113524926,0.000087369765,0.0018124124,0.00046738976,0.89905554,0.077703394,0.002059094,0.00096722797,0.0067350585],"study_design_scores_gemma":[0.000043202504,0.00027052267,0.0063888174,0.0000075287494,0.000013512091,0.00007893693,0.00015031201,0.9900855,0.0024510107,0.00032963147,0.00016309477,0.000017972558],"about_ca_topic_score_codex":0.007715897,"about_ca_topic_score_gemma":0.003098296,"teacher_disagreement_score":0.007715897,"about_ca_system_score_codex":0.00027535917,"about_ca_system_score_gemma":0.00025320298,"threshold_uncertainty_score":0.015341997},"labels":[],"label_agreement":null},{"id":"W2593988535","doi":"","title":"Dynamic Loadability of Cable Based Transmission Grids","year":2013,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Transmission (telecommunications); Computer science; Electrical engineering; Telecommunications; Engineering","score_opus":0.002988259736722339,"score_gpt":0.1801558738759834,"score_spread":0.17716761413926105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593988535","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71367675,0.00075819535,0.21630247,0.0007310244,0.00012607241,0.000083008184,0.0007344053,0.0011372213,0.06645087],"genre_scores_gemma":[0.9923734,0.0001994679,0.0020126274,0.000014889963,0.000015962856,0.00001551072,0.0002330353,0.000075876735,0.0050592646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99965787,0.000072690375,0.000013560413,0.00006566665,0.0001323811,0.000057849567],"domain_scores_gemma":[0.99930227,0.0002580459,0.00012836984,0.00009638004,0.00015959407,0.000055236407],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027914118,0.00038985242,0.00026801327,0.00070180814,0.0004352732,0.0010690504,0.00051284756,0.00035748878,0.012421223],"category_scores_gemma":[0.0019520536,0.00020363383,0.000224207,0.0007753186,0.00049588917,0.0014287048,0.000780221,0.00039456887,0.0009067864],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000553986,0.00007073365,0.011415719,0.0002469874,0.000058093152,0.0011211223,0.0007119952,0.8181667,0.022420228,0.055402514,0.0056439685,0.08418803],"study_design_scores_gemma":[0.00005452252,0.00032124924,0.015026812,0.00008079745,0.000043841505,0.000735993,0.0011442321,0.90180624,0.009536242,0.049784113,0.02140364,0.000062270476],"about_ca_topic_score_codex":0.003887618,"about_ca_topic_score_gemma":0.0019084403,"teacher_disagreement_score":0.012421223,"about_ca_system_score_codex":0.00092027284,"about_ca_system_score_gemma":0.00018776735,"threshold_uncertainty_score":0.04155314},"labels":[],"label_agreement":null},{"id":"W2606834243","doi":"10.71781/9955","title":"Estimation de mouvement sans restriction par filtres en quadrature localisés","year":2006,"lang":"fr","type":"dissertation","venue":"Open MIND","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quadrature (astronomy); Mathematics; Physics; Optics","score_opus":0.008182450969978994,"score_gpt":0.264466400427604,"score_spread":0.256283949457625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2606834243","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011510816,0.00019616171,0.9873684,0.0000681673,0.000045516736,0.000014042133,0.00004502216,0.00023310292,0.0005186973],"genre_scores_gemma":[0.2372719,0.00087986083,0.7387455,0.000088210065,0.00017732044,0.0001604429,0.00068963226,0.000707887,0.021279175],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991954,0.00024320293,0.000037717484,0.00016006856,0.0002935051,0.00007008099],"domain_scores_gemma":[0.99660265,0.0022589073,0.0001758597,0.00036657517,0.000486161,0.0001098649],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018086133,0.0011296839,0.0013490154,0.0007394605,0.00036006875,0.001556427,0.00092460494,0.001141034,0.0045178616],"category_scores_gemma":[0.009339159,0.000575617,0.0009383659,0.00061856274,0.00088104815,0.0016995311,0.0011728426,0.0022862942,0.0014239075],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009789494,0.00018923997,0.0042855614,0.0004735755,0.0002509358,0.0002814694,0.0004804828,0.31300667,0.07403616,0.06325745,0.006517109,0.53624237],"study_design_scores_gemma":[0.00002851752,0.00007696177,0.0017334053,0.00003967123,0.000024555027,0.00007318651,0.00003712574,0.97558904,0.011723814,0.0068199765,0.0038281379,0.000025549534],"about_ca_topic_score_codex":0.0085298335,"about_ca_topic_score_gemma":0.010276587,"teacher_disagreement_score":0.0085298335,"about_ca_system_score_codex":0.00070456375,"about_ca_system_score_gemma":0.00085621147,"threshold_uncertainty_score":0.016960382},"labels":[],"label_agreement":null},{"id":"W2607196721","doi":"10.1007/s12206-017-0302-2","title":"Vibrational behavior of MDOF oscillators subjected to multiple contact constraints","year":2017,"lang":"en","type":"article","venue":"Journal of Mechanical Science and Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Stiffness; Control theory (sociology); Newmark-beta method; Vibration; Spring (device); Structural engineering; Harmonic oscillator; Harmonic; Mathematics; Engineering; Computer science; Physics; Acoustics; Finite element method","score_opus":0.009850558753632215,"score_gpt":0.24844895104897632,"score_spread":0.2385983922953441,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607196721","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911479,0.00008108775,0.0048952266,0.00010601465,0.000015123685,0.000009498168,0.000088760615,0.000030080253,0.003626211],"genre_scores_gemma":[0.99865794,0.000024039296,0.0003234408,0.000011122132,0.000003091867,0.000006747799,0.00004184036,0.000011382378,0.00092031155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998821,0.000015176172,0.0000044656176,0.00002506539,0.000028885768,0.00004444369],"domain_scores_gemma":[0.9995999,0.00018747785,0.000045425364,0.000046857753,0.000041316503,0.000079049656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029852544,0.00019992099,0.0004493424,0.00036381025,0.0003663663,0.00052712986,0.00043652309,0.000622026,0.0064339093],"category_scores_gemma":[0.0011038949,0.0001725913,0.00020558652,0.0002193728,0.00084218883,0.00043235917,0.0006126781,0.0004224765,0.0003221744],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022677914,0.0006581802,0.014517144,0.0003450068,0.00018528414,0.001590482,0.0012813706,0.55150634,0.3701853,0.021162096,0.0016658169,0.034635168],"study_design_scores_gemma":[0.00004062091,0.00021715174,0.014346777,0.000030311372,0.000020593981,0.00008723887,0.0003165852,0.9630016,0.019115228,0.002150555,0.00062482024,0.000048395606],"about_ca_topic_score_codex":0.0014931201,"about_ca_topic_score_gemma":0.001212138,"teacher_disagreement_score":0.0064339093,"about_ca_system_score_codex":0.00026836997,"about_ca_system_score_gemma":0.00026306647,"threshold_uncertainty_score":0.021523535},"labels":[],"label_agreement":null},{"id":"W2612143586","doi":"10.1515/nleng-2016-0030","title":"Nonlinear Dynamics Analysis for the Taut Inclined Cable Excited by Deck Vibration","year":2017,"lang":"en","type":"article","venue":"Nonlinear Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Galerkin method; Bifurcation; Nonlinear system; Vibration; Parametric statistics; Nonlinear resonance; Equations of motion; Motion (physics); Excited state; Dynamics (music); Parametric oscillator; Resonance (particle physics); Mechanics; Physics; Deck; Classical mechanics; Control theory (sociology); Mathematics; Structural engineering; Engineering; Computer science; Acoustics; Optics; Artificial intelligence","score_opus":0.008458556869986932,"score_gpt":0.23045073524198756,"score_spread":0.22199217837200064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2612143586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9134601,0.00023891158,0.080513366,0.00013463778,0.00001866874,0.000015309417,0.00007483922,0.00007021261,0.0054740994],"genre_scores_gemma":[0.9972831,0.00006376946,0.0012935058,0.000004380719,0.000002596874,0.000005170617,0.000019055235,0.0000029952816,0.0013253536],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999967,0.0000055116993,0.0000011064285,0.000007341028,0.000014273088,0.000004820299],"domain_scores_gemma":[0.999969,0.0000070005444,0.00000986404,0.0000027921815,0.000007804437,0.0000035393766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000055861747,0.00023316429,0.0001964357,0.00022543162,0.00020053363,0.00019564558,0.00013826779,0.00021945126,0.0010346614],"category_scores_gemma":[0.000106535896,0.00008959036,0.00019382466,0.00011084008,0.00020156534,0.00025567104,0.00018205527,0.0001587329,0.0000936461],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019079048,0.000058769376,0.00881832,0.00016746594,0.000046279354,0.001289618,0.0004439097,0.7532736,0.19563164,0.01429979,0.0007814991,0.024998259],"study_design_scores_gemma":[0.0000032203718,0.000031951295,0.0024581845,0.000003716026,0.0000030964638,0.00007466813,0.000038865273,0.9941725,0.0022463528,0.00062896457,0.00033226324,0.000006082254],"about_ca_topic_score_codex":0.002176228,"about_ca_topic_score_gemma":0.0012705935,"teacher_disagreement_score":0.002176228,"about_ca_system_score_codex":0.00024332215,"about_ca_system_score_gemma":0.0001772359,"threshold_uncertainty_score":0.0043271184},"labels":[],"label_agreement":null},{"id":"W2616841810","doi":"10.1016/s1474-6670(17)34044-2","title":"Model Reference Adaptive Tension Control in a Papermaking Machine","year":2002,"lang":"en","type":"article","venue":"IFAC Proceedings Volumes","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Setpoint; Control theory (sociology); Tension (geology); Adaptive control; PID controller; Mechatronics; Control engineering; Engineering; Reference model; Control system; Magnetic bearing; Control (management); Computer science; Temperature control; Mechanical engineering; Artificial intelligence","score_opus":0.019991203187891625,"score_gpt":0.20282678251576042,"score_spread":0.18283557932786879,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2616841810","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29706222,0.0004052865,0.69077504,0.0006194115,0.00026977723,0.000035065674,0.000031929332,0.0006036108,0.010197572],"genre_scores_gemma":[0.9889815,0.000053793163,0.0073873014,0.000016014454,0.000016940869,0.0000101205915,0.0000070826227,0.000011352743,0.0035159185],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999199,0.00002037294,0.000003684536,0.00002250166,0.000023850658,0.000009667474],"domain_scores_gemma":[0.9998368,0.000073374795,0.0000265881,0.000018923101,0.000031370146,0.00001289174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019201629,0.00024002578,0.00041101995,0.0001463753,0.00041127,0.0005107455,0.00043077796,0.00068056857,0.0016798138],"category_scores_gemma":[0.00053795485,0.00014636609,0.00018051738,0.00017255545,0.00036670998,0.00034967437,0.00033573384,0.000383165,0.0001699202],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004973968,0.00016608229,0.0005383489,0.00015238664,0.000032712775,0.00034802384,0.00016292745,0.81190693,0.08499649,0.013624111,0.0012939338,0.08628062],"study_design_scores_gemma":[0.000013804119,0.00011110189,0.0002252311,0.000002324186,0.0000048614766,0.000019579404,0.000009600915,0.995199,0.0028325294,0.0011018442,0.00047546678,0.0000046569776],"about_ca_topic_score_codex":0.0018026481,"about_ca_topic_score_gemma":0.0017284959,"teacher_disagreement_score":0.0018026481,"about_ca_system_score_codex":0.00023152366,"about_ca_system_score_gemma":0.00018438997,"threshold_uncertainty_score":0.005619526},"labels":[],"label_agreement":null},{"id":"W2617174918","doi":"10.11159/htff17.112","title":"Field Experiment of the Measures to Control the Stack Effect in Stairwell of Building","year":2017,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Korea Institute of Construction Technology; Ministry of Science, ICT and Future Planning","keywords":"Stack (abstract data type); Field (mathematics); Environmental science; Control (management); Computer science; Mathematics; Artificial intelligence","score_opus":0.004400119863130277,"score_gpt":0.21198176672876146,"score_spread":0.2075816468656312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2617174918","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.989023,0.000039022172,0.009865543,0.000024543544,0.000032221258,0.00014045672,0.00010604838,0.00010212929,0.0006671388],"genre_scores_gemma":[0.9916809,0.000038622773,0.007358323,0.00002042592,0.0000057897564,0.00008209773,0.00007108734,0.000007818068,0.00073498365],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962544,0.000061960025,0.000020666475,0.00008512204,0.00012324996,0.00008363117],"domain_scores_gemma":[0.9991123,0.00024686463,0.00008027539,0.00011904464,0.00031575968,0.00012573812],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000610647,0.0006384566,0.0003186566,0.00030695746,0.0004837898,0.00019363347,0.000616692,0.00053971884,0.0012867613],"category_scores_gemma":[0.0006682213,0.00017826977,0.00034598552,0.00016878065,0.0004024294,0.00030601484,0.00033895424,0.00049373275,0.00014671612],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011769283,0.002013078,0.0071398336,0.00042096985,0.00004092578,0.00018770053,0.0006943658,0.0063040038,0.96116984,0.00032971636,0.00033040572,0.020192135],"study_design_scores_gemma":[0.00034136744,0.03341312,0.06542152,0.000050238308,0.00017696132,0.00015142109,0.0014263267,0.02590462,0.87008744,0.00025609456,0.0026695032,0.000101422054],"about_ca_topic_score_codex":0.0014193726,"about_ca_topic_score_gemma":0.0030781825,"teacher_disagreement_score":0.0014193726,"about_ca_system_score_codex":0.00018307274,"about_ca_system_score_gemma":0.0005043888,"threshold_uncertainty_score":0.004304707},"labels":[],"label_agreement":null},{"id":"W2619629697","doi":"10.1142/s1758825117500545","title":"Nonlinear Dynamics of Functionally Graded Material Plates Under Dynamic Liquid Load and with Longitudinal Speed","year":2017,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Galerkin method; Nonlinear system; Mechanics; Multiple-scale analysis; Harmonic balance; Vibration; Partial differential equation; Conservative vector field; Inviscid flow; Ordinary differential equation; Discretization; Functionally graded material; Material properties; Physics; Differential equation; Mathematical analysis; Compressibility; Mathematics; Acoustics","score_opus":0.007769700610694995,"score_gpt":0.22326748796231718,"score_spread":0.2154977873516222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2619629697","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9761391,0.00009544183,0.019884508,0.000070324066,0.000015005624,0.000014162964,0.000037704092,0.0000696889,0.003673944],"genre_scores_gemma":[0.997561,0.000035187735,0.0011350858,0.0000082309825,0.0000026740063,0.000007253489,0.000018676341,0.000004140922,0.0012278215],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999349,0.000009120598,0.0000022624743,0.000012042268,0.000025637577,0.000016042392],"domain_scores_gemma":[0.99991286,0.000020181258,0.00003059279,0.0000075839107,0.000014369598,0.000014341888],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000103638544,0.00030246458,0.00022651923,0.00023874761,0.00028810636,0.00042716027,0.00039354723,0.000312778,0.0009142094],"category_scores_gemma":[0.00020498365,0.0001057306,0.00017449276,0.00012724331,0.000734632,0.00031584222,0.000484347,0.00017211816,0.00014835758],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000471734,0.00010572403,0.010426031,0.00016898118,0.0000514668,0.002613635,0.0007328981,0.41519043,0.5405359,0.011201231,0.0006326568,0.017869366],"study_design_scores_gemma":[0.000014842416,0.00020652644,0.0057691312,0.000007796345,0.000011775082,0.00020731184,0.0002843983,0.95842445,0.03323375,0.001068539,0.00074547296,0.000025880427],"about_ca_topic_score_codex":0.0018760667,"about_ca_topic_score_gemma":0.0009646574,"teacher_disagreement_score":0.0018760667,"about_ca_system_score_codex":0.00024242415,"about_ca_system_score_gemma":0.00021098301,"threshold_uncertainty_score":0.003730297},"labels":[],"label_agreement":null},{"id":"W2620151551","doi":"10.1142/s0219455418500220","title":"Stochastic Stability of Gyroscopic Systems Under Bounded Noise Excitation","year":2017,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Lyapunov exponent; Mathematics; Stochastic resonance; Mathematical analysis; Parametric oscillator; Stochastic differential equation; Resonance (particle physics); Parametric statistics; Lyapunov function; Gyroscope; Physics; Noise (video); Control theory (sociology); Nonlinear system; Quantum mechanics; Computer science","score_opus":0.014972626306726597,"score_gpt":0.25821919681449756,"score_spread":0.24324657050777096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2620151551","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6358498,0.0003785183,0.35584435,0.0003174098,0.00004741882,0.000023474598,0.000057475518,0.00016805275,0.007313485],"genre_scores_gemma":[0.9982218,0.00007674549,0.0010233523,0.000008106956,0.0000069080816,0.0000088022,0.0000111979425,0.0000045517295,0.00063857576],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99971646,0.00006358474,0.000011435397,0.00005803144,0.00010424482,0.000046141955],"domain_scores_gemma":[0.99936694,0.00027698226,0.0001814214,0.000038044574,0.0000999136,0.000036667094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033757061,0.00038813733,0.0004469538,0.0003210323,0.00035875884,0.0006413476,0.00032922896,0.00040531153,0.00048253895],"category_scores_gemma":[0.0022662005,0.00013211943,0.00029120455,0.00015430775,0.001170806,0.0004998868,0.0006325458,0.0003388652,0.00006395611],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015625465,0.000023146882,0.0022173917,0.00008365344,0.00005434232,0.0006391425,0.00034018798,0.8162933,0.056628402,0.11443838,0.0002547514,0.008871023],"study_design_scores_gemma":[0.000004323389,0.000025663145,0.0006561432,0.0000036376046,0.000004678172,0.000038283073,0.000024033092,0.9916665,0.0015243082,0.0059266286,0.000116379975,0.0000093551],"about_ca_topic_score_codex":0.003205395,"about_ca_topic_score_gemma":0.0011328679,"teacher_disagreement_score":0.003205395,"about_ca_system_score_codex":0.0004979522,"about_ca_system_score_gemma":0.00044407375,"threshold_uncertainty_score":0.006373465},"labels":[],"label_agreement":null},{"id":"W262699394","doi":"10.1115/imece2014-39060","title":"Magnetoelastic Analysis of Sandwich Cellular Cylinders","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick; McGill University","funders":"","keywords":"Homogenization (climate); Eigenstrain; Materials science; Cylinder; Sandwich-structured composite; Magnetic field; Topology (electrical circuits); Sandwich panel; Composite material; Composite number; Geometry; Mathematics; Physics","score_opus":0.0037660704331953124,"score_gpt":0.17491106761632358,"score_spread":0.17114499718312826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W262699394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95721924,0.00016898087,0.039650407,0.000032744723,0.000007364967,0.000007997632,0.000022306973,0.000025570658,0.0028652956],"genre_scores_gemma":[0.997512,0.00004859176,0.0017772747,0.000003931961,0.0000015187321,0.0000044174467,0.000015806818,0.0000024928154,0.0006338866],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999448,0.000009071625,0.0000022012705,0.000008453733,0.000024919329,0.000010634629],"domain_scores_gemma":[0.9999207,0.000020030151,0.000016119164,0.000009480125,0.00002442825,0.000009275022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011271448,0.00018557755,0.00015436264,0.00026431924,0.00012825266,0.00018924985,0.00021434239,0.00023561316,0.00042732028],"category_scores_gemma":[0.0003033026,0.00007393087,0.00013937814,0.00011374138,0.00038512293,0.00016214025,0.0002430824,0.00009355666,0.00008777427],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014267513,0.00004036225,0.003179697,0.00007868681,0.000023361503,0.000554996,0.00017651309,0.5190951,0.45605,0.009492781,0.00012297077,0.011042937],"study_design_scores_gemma":[0.000003637796,0.000076239696,0.0042815018,0.000004857271,0.0000054916827,0.00013263665,0.00009809006,0.9727069,0.021313624,0.0010476079,0.0003214998,0.0000078500825],"about_ca_topic_score_codex":0.0010147976,"about_ca_topic_score_gemma":0.00089894346,"teacher_disagreement_score":0.0010147976,"about_ca_system_score_codex":0.00012957843,"about_ca_system_score_gemma":0.00014789993,"threshold_uncertainty_score":0.0020177364},"labels":[],"label_agreement":null},{"id":"W2690497259","doi":"10.1299/jsmermd.2004.57_4","title":"Sound Spot Forming by Orthogonal Three Lines Speaker Array","year":2004,"lang":"en","type":"article","venue":"The Proceedings of JSME annual Conference on Robotics and Mechatronics (Robomec)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"L'Alliance Boviteq","funders":"","keywords":"Sound (geography); Acoustics; Computer science; Physics","score_opus":0.014011993968988714,"score_gpt":0.2195277591271892,"score_spread":0.20551576515820047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2690497259","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16739632,0.0002450266,0.81811,0.00014883415,0.00013582452,0.00003552946,0.00007356962,0.0011642749,0.012690682],"genre_scores_gemma":[0.6823149,0.00026814293,0.3000063,0.00009549686,0.00013293952,0.00006459644,0.00016000525,0.00019963345,0.016758112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996712,0.00009094134,0.000009439109,0.0000652535,0.00013297173,0.000030175375],"domain_scores_gemma":[0.99963367,0.00011241303,0.000039165778,0.000057258356,0.0001116406,0.00004581992],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020285674,0.00050600007,0.0004108135,0.00037293,0.0002901196,0.00036016197,0.00035746,0.00045647623,0.00424601],"category_scores_gemma":[0.00049010885,0.0003475399,0.00043163728,0.0005673406,0.00028898724,0.0006001101,0.00062232127,0.00030565125,0.0012675794],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006894979,0.000029517552,0.00096596265,0.00006818297,0.00004085105,0.00031062652,0.00027614343,0.0060068234,0.88084507,0.0047992207,0.0011732776,0.104794815],"study_design_scores_gemma":[0.00012728186,0.0006542085,0.0053094584,0.000018566503,0.00013558971,0.002146739,0.00029178208,0.26024708,0.7142809,0.0042440845,0.0124309305,0.00011336705],"about_ca_topic_score_codex":0.00023474963,"about_ca_topic_score_gemma":0.0003335356,"teacher_disagreement_score":0.00424601,"about_ca_system_score_codex":0.00012880676,"about_ca_system_score_gemma":0.00022660888,"threshold_uncertainty_score":0.014204264},"labels":[],"label_agreement":null},{"id":"W2734845759","doi":"10.3166/rcma.13.317-326","title":"Détermination expérimentale des caractéristiques mécaniques de courroies de transmission. Raideur et amortissement longitudinaux module de flexion","year":2003,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Physics; Humanities; Philosophy","score_opus":0.03556816930971791,"score_gpt":0.31215216381915367,"score_spread":0.27658399450943577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2734845759","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9825806,0.0004624563,0.012468656,0.000034779514,0.000020146757,0.000021979558,0.0001384852,0.00011954849,0.0041533713],"genre_scores_gemma":[0.994753,0.00015775814,0.0019020158,0.0000061380074,0.0000044533876,0.00001663512,0.000053079897,0.000019409366,0.0030874251],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997527,0.000037998907,0.0000074436675,0.00006686555,0.000086139844,0.000048831036],"domain_scores_gemma":[0.99889755,0.00062538404,0.00009178547,0.0000761998,0.00025496402,0.0000541111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004132621,0.00041132918,0.00023497982,0.0003773851,0.00043429068,0.00028916966,0.00036510293,0.00048920175,0.0068789385],"category_scores_gemma":[0.0010280116,0.0002937885,0.0002567899,0.00023175005,0.00037319676,0.00040867884,0.00015384408,0.00033314186,0.0006453995],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026873156,0.000058372407,0.00085112493,0.000051944182,0.000008332926,0.000052813433,0.00023254628,0.0012868387,0.99100703,0.00021299593,0.00009449663,0.0058747223],"study_design_scores_gemma":[0.000019457548,0.0007818971,0.022959497,0.00001610379,0.000027173917,0.00011883985,0.00018786463,0.006487582,0.9680207,0.000117714255,0.0012434318,0.000019802561],"about_ca_topic_score_codex":0.0016111917,"about_ca_topic_score_gemma":0.0019433211,"teacher_disagreement_score":0.0068789385,"about_ca_system_score_codex":0.00027480396,"about_ca_system_score_gemma":0.00018077694,"threshold_uncertainty_score":0.02301234},"labels":[],"label_agreement":null},{"id":"W2740319423","doi":"10.1109/temc.2017.2726996","title":"Modeling of Asymmetric Differential Striplines Including Crossing Junction Discontinuities","year":2017,"lang":"en","type":"article","venue":"IEEE Transactions on Electromagnetic Compatibility","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Classification of discontinuities; Differential (mechanical device); Physics; Electronic engineering; Computer science; Electrical engineering; Engineering; Mathematics; Mathematical analysis","score_opus":0.022770562232102238,"score_gpt":0.2580228185290093,"score_spread":0.23525225629690708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2740319423","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08715431,0.0001760697,0.9015827,0.00010863137,0.000033013366,0.0000357089,0.00008271366,0.00032116807,0.010505634],"genre_scores_gemma":[0.93577415,0.00032666174,0.056098804,0.000044675282,0.000028506553,0.00006667875,0.000102337865,0.00006514974,0.007492899],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986565,0.000021919264,0.0000054293014,0.000029115396,0.00005958484,0.000018218456],"domain_scores_gemma":[0.9998361,0.000043563236,0.00004399523,0.000030998854,0.00003653766,0.000008707871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017866575,0.00047178086,0.00030625914,0.00029153426,0.00023535136,0.00061869127,0.0011080481,0.0010034287,0.0010938982],"category_scores_gemma":[0.00044368705,0.00028165008,0.0003861974,0.00029692537,0.00038956062,0.0010031874,0.0003651696,0.0005205205,0.0003132196],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044938017,0.000047139663,0.0006929366,0.000049382867,0.000017093838,0.00039586058,0.00010655962,0.88619167,0.05321946,0.047323048,0.0005035976,0.0114083],"study_design_scores_gemma":[0.0000022834654,0.000018844737,0.00007251902,0.000002426581,0.0000036542222,0.000035048746,0.000006934204,0.9951513,0.0024310483,0.0017391897,0.0005342089,0.0000025596607],"about_ca_topic_score_codex":0.0008010367,"about_ca_topic_score_gemma":0.00069157645,"teacher_disagreement_score":0.0011080481,"about_ca_system_score_codex":0.00042739426,"about_ca_system_score_gemma":0.00038049798,"threshold_uncertainty_score":0.0036594272},"labels":[],"label_agreement":null},{"id":"W2740709885","doi":"10.1177/1045389x17721030","title":"Longitudinal seismic response control of long-span cable-stayed bridges using shape memory alloy wire-based lead rubber bearings under near-fault records","year":2017,"lang":"en","type":"article","venue":"Journal of Intelligent Material Systems and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia; National Natural Science Foundation of China","keywords":"Shape-memory alloy; Structural engineering; Dissipation; Bearing (navigation); Shear (geology); Natural rubber; Deck; Materials science; Engineering; Composite material; Computer science","score_opus":0.02020403304312481,"score_gpt":0.2546789164263367,"score_spread":0.2344748833832119,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2740709885","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96935207,0.00007113775,0.029297652,0.000021403655,0.0000106253465,0.000005543874,0.0000140506545,0.00013426479,0.0010932465],"genre_scores_gemma":[0.9992274,0.000014039738,0.0005879843,0.000002332546,6.841485e-7,0.0000018584302,0.00000686858,0.0000018335481,0.00015697638],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99996257,0.000004656734,0.0000021690257,0.000008303829,0.0000143695315,0.0000078934545],"domain_scores_gemma":[0.99995124,0.00000902598,0.000015172143,0.0000053367226,0.000012065916,0.000007214892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009146294,0.0002514892,0.00014272878,0.00010418631,0.000102842016,0.00010845979,0.00022541569,0.00013220753,0.0005144677],"category_scores_gemma":[0.00013159802,0.000086422224,0.00013152689,0.000049754803,0.00013543462,0.00013623183,0.00017903889,0.00008418722,0.00008540129],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052222,0.000062567895,0.0041367183,0.00013616882,0.00003100799,0.00021614446,0.00018508613,0.16110022,0.7954272,0.0004894606,0.00020196375,0.037491284],"study_design_scores_gemma":[0.000038010432,0.0007956654,0.0078076744,0.0000071524933,0.000048335747,0.000058350543,0.00010052978,0.86907256,0.12111497,0.00017271966,0.00077065406,0.000013442798],"about_ca_topic_score_codex":0.00077195314,"about_ca_topic_score_gemma":0.0016205998,"teacher_disagreement_score":0.00077195314,"about_ca_system_score_codex":0.00010557253,"about_ca_system_score_gemma":0.00009896569,"threshold_uncertainty_score":0.0017210841},"labels":[],"label_agreement":null},{"id":"W2741920566","doi":"","title":"Dynamic Response Analysis of Darrieus-Type Vertical Axis Water Turbines","year":2013,"lang":"en","type":"article","venue":"The Twenty-third International Offshore and Polar Engineering Conference","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Geology; Vertical axis; Geodesy; Mathematics; Geometry","score_opus":0.006851285711918273,"score_gpt":0.21789367185637512,"score_spread":0.21104238614445686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2741920566","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9461017,0.00016512787,0.039849557,0.000114218965,0.000025379752,0.00003097227,0.000086466825,0.000101262965,0.013525339],"genre_scores_gemma":[0.9973289,0.000032784035,0.000815005,0.0000074664235,0.0000016838823,0.000005471238,0.0000274951,0.000006855844,0.0017744234],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991596,0.000019872534,0.0000021430224,0.000011732109,0.000032543474,0.000017788361],"domain_scores_gemma":[0.99984396,0.00007500412,0.000015662114,0.0000094326215,0.000046688787,0.0000092847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014968945,0.0002450632,0.0002411737,0.00023514143,0.00016962283,0.0002803216,0.0002319417,0.00046278923,0.0018677206],"category_scores_gemma":[0.0003969483,0.00012327085,0.00019487871,0.00014893076,0.00020283817,0.0002142094,0.00018486705,0.0001948999,0.0002882006],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009718746,0.00012628161,0.005238607,0.00021508467,0.000046158137,0.00078777794,0.00032215787,0.76203376,0.18997793,0.0054829414,0.001441133,0.033356268],"study_design_scores_gemma":[0.000010789481,0.00012964016,0.003626612,0.0000053843355,0.000004482874,0.00004856311,0.000100881654,0.989916,0.0052076173,0.00031875254,0.000623831,0.000007490309],"about_ca_topic_score_codex":0.0018152152,"about_ca_topic_score_gemma":0.0015778758,"teacher_disagreement_score":0.0018677206,"about_ca_system_score_codex":0.0001857149,"about_ca_system_score_gemma":0.000119023345,"threshold_uncertainty_score":0.0062481165},"labels":[],"label_agreement":null},{"id":"W2753822893","doi":"10.1177/1077546317728148","title":"Free in-plane vibration of curved beam structures: A tutorial and the state of the art","year":2017,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; Concordia University","funders":"","keywords":"Rotary inertia; Vibration; Curvature; Beam (structure); Displacement (psychology); Rotation (mathematics); Inertia; Plane (geometry); Physics; Equations of motion; Classical mechanics; Geometry; Mechanics; Structural engineering; Mathematics; Optics; Engineering; Acoustics","score_opus":0.0036008389213654708,"score_gpt":0.19531922661586504,"score_spread":0.19171838769449956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2753822893","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0021645138,0.9523627,0.03306442,0.0004086505,0.0012100751,0.00002538305,0.00008422752,0.00008659261,0.010593418],"genre_scores_gemma":[0.021752447,0.93888193,0.023296209,0.00046549682,0.004061334,0.00007760892,0.0002645669,0.00008249027,0.011117941],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997663,0.00003296196,0.000027544245,0.000066073255,0.000084462816,0.000022692268],"domain_scores_gemma":[0.99965906,0.00019162586,0.000029275754,0.000021014825,0.00008093948,0.00001810686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048772577,0.0014387997,0.0012842647,0.002081966,0.00028353903,0.0012867588,0.0008417652,0.0015516874,0.0050713853],"category_scores_gemma":[0.00071183866,0.00065077405,0.0008233987,0.0019748753,0.0006429575,0.0023227006,0.0007276696,0.0015709117,0.0030553725],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018596495,0.00024348704,0.0005232053,0.021689454,0.00014722421,0.00037663418,0.00045606127,0.011464648,0.028269185,0.09762075,0.032251734,0.8067715],"study_design_scores_gemma":[0.000021118924,0.0006026667,0.0027525062,0.006313093,0.00015809057,0.002232888,0.00023819842,0.022958027,0.00881157,0.054976285,0.90073705,0.00019853901],"about_ca_topic_score_codex":0.0004940729,"about_ca_topic_score_gemma":0.00037571375,"teacher_disagreement_score":0.0050713853,"about_ca_system_score_codex":0.00038940206,"about_ca_system_score_gemma":0.000392822,"threshold_uncertainty_score":0.016965449},"labels":[],"label_agreement":null},{"id":"W2755906327","doi":"","title":"Dynamics of the Open Closed Field Line Boundary","year":2015,"lang":"en","type":"article","venue":"AGU Fall Meeting Abstracts","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Field (mathematics); Boundary (topology); Dynamics (music); Line (geometry); Computer science; Mathematics; Physics; Geometry; Mathematical analysis; Acoustics","score_opus":0.017844799681473907,"score_gpt":0.24691268897549923,"score_spread":0.22906788929402533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2755906327","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6567691,0.00046388648,0.22138698,0.0018024686,0.0002531418,0.0000832919,0.00027563176,0.0004475972,0.11851798],"genre_scores_gemma":[0.9747019,0.00010585999,0.0051349583,0.00010869125,0.000041811596,0.00002598529,0.00009462623,0.000049485818,0.019736618],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986815,0.000022385706,0.0000030684405,0.00003081439,0.00004767672,0.000027797892],"domain_scores_gemma":[0.9996418,0.00008802477,0.000053218308,0.000015765138,0.00009970433,0.000101392434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022081849,0.00027146397,0.00036952514,0.00086503674,0.0006061216,0.0014046156,0.0006203567,0.001067825,0.0113530625],"category_scores_gemma":[0.0012364661,0.00015545687,0.00017129611,0.00026029485,0.0010713495,0.0018152205,0.001099961,0.00085361244,0.0008187855],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048085648,0.00033491297,0.0021847691,0.0001227084,0.000021236583,0.00079327665,0.0009917939,0.13418052,0.034313343,0.77778137,0.006830733,0.041964415],"study_design_scores_gemma":[0.000076745324,0.00022884013,0.0019715377,0.000036883856,0.0000064505753,0.0003042863,0.00049421267,0.82131827,0.0025491032,0.16809714,0.004857409,0.000059182825],"about_ca_topic_score_codex":0.0015365611,"about_ca_topic_score_gemma":0.0004699299,"teacher_disagreement_score":0.0113530625,"about_ca_system_score_codex":0.0006573056,"about_ca_system_score_gemma":0.00037436353,"threshold_uncertainty_score":0.03797984},"labels":[],"label_agreement":null},{"id":"W2764857789","doi":"10.1109/pes.2007.386295","title":"Application of Modal Sensitivity for Power System Harmonic Resonance Analysis","year":2007,"lang":"en","type":"article","venue":"IEEE Power Engineering Society General Meeting","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Admittance; Resonance (particle physics); Sensitivity (control systems); Admittance parameters; Eigenvalues and eigenvectors; Harmonic; Harmonic analysis; Modal analysis; Modal; Mode (computer interface); Computer science; Matrix (chemical analysis); Singularity; Topology (electrical circuits); Mathematics; Electronic engineering; Physics; Mathematical analysis; Acoustics; Engineering; Electrical impedance; Vibration; Quantum mechanics; Voltage; Materials science","score_opus":0.004461397653787639,"score_gpt":0.20784823540887604,"score_spread":0.2033868377550884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2764857789","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018041028,0.00013554664,0.9752926,0.00004888706,0.000018436127,0.000051837564,0.00003570022,0.00024588723,0.0061300956],"genre_scores_gemma":[0.81227887,0.00042162515,0.18528311,0.00007219349,0.000043330412,0.00011000155,0.00006486905,0.00010098132,0.0016250005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991622,0.00031290512,0.000025881203,0.00008021527,0.00037767328,0.000041184943],"domain_scores_gemma":[0.99882036,0.00083866913,0.00007064084,0.00008339145,0.0001699175,0.000017007385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001196428,0.00082353834,0.00048085264,0.0024717764,0.00042684664,0.0006576534,0.00041842076,0.00039448176,0.0023752633],"category_scores_gemma":[0.004040629,0.0002671362,0.000541876,0.00096534105,0.00049222104,0.0008551258,0.00075058575,0.00055289664,0.00031608986],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007372706,0.000112639806,0.0030587548,0.00022343406,0.00015168882,0.00022504845,0.00042294792,0.67855436,0.035968352,0.08831057,0.00077733403,0.19212118],"study_design_scores_gemma":[0.0000041283556,0.000061019862,0.0014759458,0.000025885303,0.000019543575,0.00016471182,0.00007587767,0.96125346,0.008033974,0.026985215,0.0018692396,0.00003094634],"about_ca_topic_score_codex":0.0012179926,"about_ca_topic_score_gemma":0.00072816736,"teacher_disagreement_score":0.0024717764,"about_ca_system_score_codex":0.00054498017,"about_ca_system_score_gemma":0.00032976296,"threshold_uncertainty_score":0.007946074},"labels":[],"label_agreement":null},{"id":"W2765117674","doi":"10.1115/detc2017-68211","title":"Interaction of Higher Modes in Nonlinear Free Vibration of Stiffened Rectangular Plates","year":2017,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Galerkin method; Nonlinear system; Vibration; Parametric statistics; Natural frequency; Mathematical analysis; Sensitivity (control systems); Mathematics; Normal mode; Amplitude; Physics; Acoustics; Engineering; Optics","score_opus":0.011663669935099699,"score_gpt":0.2452287948148675,"score_spread":0.2335651248797678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765117674","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8321291,0.0005412523,0.16067307,0.000080266975,0.000023066586,0.000020448906,0.000024187482,0.000056328936,0.006452281],"genre_scores_gemma":[0.9920799,0.00011808482,0.005194063,0.000009273317,0.0000065777426,0.000010030903,0.000013890648,0.000009114663,0.0025590146],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998995,0.000027265221,0.0000028338245,0.000018382956,0.000038180566,0.000013781782],"domain_scores_gemma":[0.9997986,0.00011329546,0.00003817209,0.00001365384,0.000023741519,0.000012654091],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020427538,0.00032756993,0.00019405026,0.000285817,0.00019885105,0.00021484798,0.00025246482,0.00033597992,0.00083653023],"category_scores_gemma":[0.0003740371,0.0001438294,0.00023251539,0.00013135531,0.0006187078,0.0003018369,0.00034527507,0.00025119254,0.00011436881],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047912658,0.00010623219,0.004622561,0.00039043702,0.00006193485,0.0012781656,0.0010003002,0.50347215,0.41851836,0.026762601,0.00032252632,0.04298555],"study_design_scores_gemma":[0.000007220792,0.0001076346,0.005470358,0.000013136471,0.00001157214,0.0002205273,0.0001171652,0.9661297,0.022328852,0.0050137583,0.0005531819,0.00002680088],"about_ca_topic_score_codex":0.00066665595,"about_ca_topic_score_gemma":0.0006952036,"teacher_disagreement_score":0.00083653023,"about_ca_system_score_codex":0.00013803266,"about_ca_system_score_gemma":0.00011176749,"threshold_uncertainty_score":0.002798438},"labels":[],"label_agreement":null},{"id":"W2765489418","doi":"10.1115/pvp2017-65767","title":"Characterization of Flow-Sound-Structure Coupling in Spring-Loaded Valves","year":2017,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; McMaster University","funders":"","keywords":"Vibration; Piping; Bernoulli's principle; Mechanics; Flow (mathematics); Limit cycle; Acoustics; Modal analysis; Engineering; Structural engineering; Nonlinear system; Physics; Mechanical engineering; Aerospace engineering","score_opus":0.007822486228932161,"score_gpt":0.21358129314304722,"score_spread":0.20575880691411505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765489418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9881676,0.00005172304,0.0114272395,0.0000061311284,0.000004372382,0.000011862956,0.000018389028,0.0000620696,0.00025056594],"genre_scores_gemma":[0.9981939,0.000016130707,0.001592882,0.0000021425228,0.0000013391502,0.0000056986964,0.000019206213,0.0000065587215,0.00016202964],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998386,0.000018500636,0.000009015002,0.000030200294,0.00008449857,0.000019127068],"domain_scores_gemma":[0.9996151,0.00021805629,0.000056080156,0.00002702209,0.0000481946,0.000035513363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026335404,0.0002127157,0.0003227945,0.00045774007,0.00023288836,0.0003318843,0.00047082212,0.00036808802,0.0014037129],"category_scores_gemma":[0.0007395138,0.0002199475,0.00018296768,0.00014474183,0.00042637083,0.00037618165,0.00028593582,0.00022437937,0.00011752529],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025624983,0.00012664279,0.004494435,0.000094206756,0.000010812788,0.00025524886,0.00024428993,0.010628258,0.9752034,0.0002774849,0.000024497918,0.0083845025],"study_design_scores_gemma":[0.000049016096,0.0011541545,0.060548007,0.000016982438,0.000028181015,0.00037354897,0.0003431612,0.33276287,0.60365516,0.00050779677,0.0005075832,0.000053457978],"about_ca_topic_score_codex":0.000447957,"about_ca_topic_score_gemma":0.00033772964,"teacher_disagreement_score":0.0014037129,"about_ca_system_score_codex":0.00015955248,"about_ca_system_score_gemma":0.00015699344,"threshold_uncertainty_score":0.0046958923},"labels":[],"label_agreement":null},{"id":"W2766291634","doi":"","title":"Une Méthodologie Performante Pour Designer Le Filtre Passe-bande En Technologie SIW Creux","year":2017,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Humanities; Physics; Art","score_opus":0.03251468888100305,"score_gpt":0.2509373933120697,"score_spread":0.21842270443106665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766291634","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003924139,0.00004414042,0.99369967,0.00003521108,0.00003086386,0.000022002278,0.000031435848,0.00052177574,0.0016908508],"genre_scores_gemma":[0.11123433,0.00033565515,0.87152845,0.000065054024,0.0000562614,0.00016846218,0.00022395114,0.0007708948,0.0156169655],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999188,0.0002124149,0.000030780007,0.00017335542,0.0003227941,0.00007263577],"domain_scores_gemma":[0.9988098,0.0006101974,0.00003778947,0.00017266163,0.00033481928,0.000034794568],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001065124,0.0016294663,0.0008223327,0.0009888522,0.0010743241,0.0028919862,0.00083363766,0.0020291323,0.012632678],"category_scores_gemma":[0.0024473183,0.00074576424,0.0015025666,0.0005635005,0.0009886567,0.0012426297,0.0006314622,0.0025187188,0.003341673],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005049488,0.00024092202,0.0015811863,0.0005909628,0.00017609583,0.000544107,0.0010098657,0.2706448,0.16588046,0.08682873,0.0056461855,0.46635178],"study_design_scores_gemma":[0.00007581153,0.0001521086,0.00076320814,0.000109145796,0.000046630998,0.00041935735,0.0002971503,0.8624854,0.08425077,0.013116133,0.03821829,0.00006594395],"about_ca_topic_score_codex":0.0060490645,"about_ca_topic_score_gemma":0.004024169,"teacher_disagreement_score":0.012632678,"about_ca_system_score_codex":0.0008429909,"about_ca_system_score_gemma":0.0010534939,"threshold_uncertainty_score":0.042260468},"labels":[],"label_agreement":null},{"id":"W2773326160","doi":"10.1007/s11071-017-3983-2","title":"Nonlinear vibrations of a circular cylindrical shell with multiple internal resonances under multi-harmonic excitation","year":2017,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Harmonics; Excitation; Physics; Resonance (particle physics); Nonlinear system; Vibration; Bifurcation; Nonlinear resonance; Normal mode; Harmonic; Excited state; Shell (structure); Natural frequency; Fundamental frequency; Harmonic balance; Classical mechanics; Mechanics; Acoustics; Atomic physics; Materials science; Quantum mechanics","score_opus":0.016829727124475145,"score_gpt":0.25241591066205604,"score_spread":0.2355861835375809,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2773326160","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9614258,0.00006980991,0.029909959,0.000114840535,0.000026954065,0.000010694697,0.000025325275,0.000057858502,0.008358851],"genre_scores_gemma":[0.9968637,0.000015903533,0.0013326762,0.000008157649,0.0000041562803,0.0000041678586,0.000010259401,0.000009295543,0.001751606],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988735,0.000019913625,0.000003613625,0.000023840306,0.000038038328,0.000027333099],"domain_scores_gemma":[0.9998357,0.000043557116,0.000038216087,0.000020751211,0.000023900675,0.00003769346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020566827,0.00032059246,0.00029480868,0.0002426517,0.00044909725,0.00033171286,0.00039765582,0.0006370543,0.0012633072],"category_scores_gemma":[0.0004021721,0.00020533301,0.00029958008,0.00015415817,0.0010083988,0.00045708276,0.000714493,0.0002563892,0.00020567571],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011155091,0.00014871711,0.006162466,0.00018029247,0.000071010385,0.003622637,0.0011878111,0.35084465,0.5820876,0.03551894,0.0009262171,0.018134262],"study_design_scores_gemma":[0.000015907006,0.00015599791,0.0064273123,0.000008871483,0.000015235289,0.0003338942,0.00019774145,0.978309,0.011994495,0.0020740475,0.00043749795,0.000029968998],"about_ca_topic_score_codex":0.00079186354,"about_ca_topic_score_gemma":0.00057942973,"teacher_disagreement_score":0.0012633072,"about_ca_system_score_codex":0.00020077144,"about_ca_system_score_gemma":0.00020894902,"threshold_uncertainty_score":0.0042262077},"labels":[],"label_agreement":null},{"id":"W2774748750","doi":"10.1142/s1758825117501095","title":"Hamiltonian Nodal Position Finite Element Method for Cable Dynamics","year":2017,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Finite element method; Hamiltonian (control theory); Hamiltonian system; Classical mechanics; Hamiltonian mechanics; Instability; Rigid body; Equations of motion; Physics; Nonlinear system; Mechanics; Mathematics; Mathematical analysis; Structural engineering; Engineering; Mathematical optimization; Quantum mechanics","score_opus":0.0084929706489791,"score_gpt":0.2675417368146223,"score_spread":0.2590487661656432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2774748750","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0035106507,0.000103596205,0.992657,0.000040871797,0.000035576606,0.000026738611,0.000056366887,0.00020036295,0.003368875],"genre_scores_gemma":[0.19966604,0.000460717,0.7864011,0.00009382699,0.000053043044,0.00035957975,0.00028628297,0.00039081293,0.012288524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985564,0.000040402203,0.000006123017,0.000018975903,0.00006802307,0.0000108212935],"domain_scores_gemma":[0.99982685,0.00008367402,0.000013937613,0.00001943915,0.00004615224,0.000010035708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027558138,0.00038306275,0.00040205763,0.00038203908,0.00032466202,0.00031362154,0.0008533038,0.00076190894,0.005804202],"category_scores_gemma":[0.0006385673,0.00025986243,0.00039131555,0.00037401626,0.00033741072,0.0006079522,0.0005411557,0.0007207972,0.0013336614],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005068505,0.000076019096,0.0012028576,0.00027146874,0.000043343673,0.00020137783,0.0002452207,0.73170966,0.028134923,0.10368703,0.0036522015,0.1307252],"study_design_scores_gemma":[0.0000057257394,0.000012885592,0.000070563234,0.000010307274,0.0000034430645,0.000033598066,0.000014509147,0.98834085,0.0014336372,0.004034909,0.0060337284,0.000005779591],"about_ca_topic_score_codex":0.0018276594,"about_ca_topic_score_gemma":0.0026257583,"teacher_disagreement_score":0.005804202,"about_ca_system_score_codex":0.0003004662,"about_ca_system_score_gemma":0.00066075247,"threshold_uncertainty_score":0.019417048},"labels":[],"label_agreement":null},{"id":"W2776923831","doi":"10.3384/ecp17144197","title":"Modelling Dynamic Response of Hydraulic FluidWithin Tapered Transmission Lines","year":2017,"lang":"en","type":"article","venue":"Linköping electronic conference proceedings","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Transmission line; Computer science; Electric power transmission; Interpolation (computer graphics); Inertance; Frequency response; Laminar flow; Line (geometry); Weighting; Frequency domain; Electronic engineering; Control theory (sociology); Acoustics; Engineering; Mathematics; Mechanics; Mechanical engineering; Physics; Telecommunications; Electrical engineering","score_opus":0.013035647219095548,"score_gpt":0.2350009763005964,"score_spread":0.22196532908150085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2776923831","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6469141,0.0003115526,0.34464902,0.000116455725,0.000033125816,0.00007469148,0.00014869624,0.00045946214,0.007292818],"genre_scores_gemma":[0.9819167,0.00022115509,0.014709336,0.000015452923,0.000005678159,0.000049730934,0.000060320603,0.000028745435,0.0029927464],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998585,0.00003531408,0.0000072386397,0.000029745948,0.000047329882,0.000021878635],"domain_scores_gemma":[0.9997644,0.00011203557,0.000048016347,0.000024243165,0.000041124138,0.0000102304975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000200569,0.00038120124,0.0002797065,0.00031225866,0.0002146234,0.00068825606,0.00058819685,0.00083005376,0.0009331084],"category_scores_gemma":[0.0008279845,0.00021376806,0.00028220084,0.0002746256,0.00065637846,0.00085193367,0.00039738923,0.00033554202,0.00020958713],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030078445,0.000020756572,0.0005959192,0.00003533052,0.000004990384,0.00011879807,0.00008704534,0.9742362,0.019040633,0.0011782249,0.00006292972,0.0045890803],"study_design_scores_gemma":[0.00000475458,0.000027018703,0.00021305917,0.0000044834956,0.0000018478288,0.000016698274,0.000026146,0.99576026,0.0034134185,0.0002096688,0.00031665206,0.0000059092754],"about_ca_topic_score_codex":0.004332115,"about_ca_topic_score_gemma":0.0022371013,"teacher_disagreement_score":0.004332115,"about_ca_system_score_codex":0.00042257333,"about_ca_system_score_gemma":0.0005200714,"threshold_uncertainty_score":0.008613825},"labels":[],"label_agreement":null},{"id":"W2778056771","doi":"10.1016/j.engstruct.2017.12.039","title":"A compact nonlinear dynamic analysis technique for transmission line cascades","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; McGill University","keywords":"Nonlinear system; Transmission line; Structural engineering; Finite element method; Progressive collapse; Time domain; Engineering; Tower; Computer science; Physics; Telecommunications","score_opus":0.0061879343140538445,"score_gpt":0.2545924017053066,"score_spread":0.24840446739125277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2778056771","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007156318,0.00018009607,0.9877001,0.00006993922,0.000061996296,0.00002905547,0.000030263547,0.00012278557,0.0046494408],"genre_scores_gemma":[0.46261778,0.0013653144,0.509153,0.00012924458,0.0002769299,0.00023865928,0.00016873304,0.00028834885,0.02576201],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988246,0.00002678166,0.0000057743905,0.000018246654,0.00005895273,0.000007776149],"domain_scores_gemma":[0.99988484,0.000044516346,0.000012507054,0.00002456523,0.000025945461,0.0000075663743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025234258,0.0006404027,0.00036736447,0.00043462095,0.00033880788,0.00040491144,0.00051549973,0.00039373658,0.0038807995],"category_scores_gemma":[0.0006108193,0.00021938368,0.0004599931,0.00027253682,0.0004439024,0.0009112027,0.00083835283,0.0008389569,0.00083097414],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018676772,0.00010719626,0.0004265834,0.00040305415,0.000078690326,0.0005582514,0.00049485243,0.110318735,0.3394696,0.28939003,0.0052864915,0.25327966],"study_design_scores_gemma":[0.000019196093,0.00011022396,0.00030946938,0.000036780075,0.00002530699,0.00044635555,0.000049146493,0.9347026,0.01626096,0.03310882,0.014909959,0.00002127957],"about_ca_topic_score_codex":0.00049323036,"about_ca_topic_score_gemma":0.00072343077,"teacher_disagreement_score":0.0038807995,"about_ca_system_score_codex":0.00018564479,"about_ca_system_score_gemma":0.00019611082,"threshold_uncertainty_score":0.012982547},"labels":[],"label_agreement":null},{"id":"W2781379712","doi":"","title":"A Comparison Of Viscous Material Model Mechanics And Boundary Conditions","year":2013,"lang":"en","type":"article","venue":"47th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Mechanics; No-slip condition; Boundary value problem; Physics; Classical mechanics; Mathematics; Mathematical analysis; Mixed boundary condition","score_opus":0.009881126208946149,"score_gpt":0.23036837656746315,"score_spread":0.220487250358517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2781379712","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42701143,0.001680614,0.44796252,0.0011102958,0.00051244785,0.00027573845,0.001279542,0.0014646573,0.11870277],"genre_scores_gemma":[0.93712145,0.00084055256,0.05306685,0.00016879915,0.00004091536,0.0001473593,0.00073045987,0.00040905044,0.007474536],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99941087,0.00015719219,0.000035347115,0.00006391624,0.00028213407,0.000050522533],"domain_scores_gemma":[0.9988691,0.000577808,0.000074488606,0.00020449948,0.0002339972,0.000040036935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00093017163,0.00039747235,0.0006004777,0.0008190294,0.00052233756,0.001393022,0.0013793658,0.0010563285,0.007191796],"category_scores_gemma":[0.004172049,0.00021004846,0.0005451239,0.00053261826,0.00035631444,0.001558965,0.0006531021,0.00046213574,0.0012562416],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020324085,0.0012371363,0.006094508,0.0009074167,0.00007106251,0.0003620844,0.00038235524,0.49622318,0.07500554,0.1427583,0.008968296,0.2659577],"study_design_scores_gemma":[0.000108513355,0.0004213569,0.0033898607,0.000095688025,0.00004037553,0.00011689856,0.00019638514,0.952532,0.025336446,0.007758473,0.009954783,0.000049345777],"about_ca_topic_score_codex":0.00298329,"about_ca_topic_score_gemma":0.00327719,"teacher_disagreement_score":0.007191796,"about_ca_system_score_codex":0.00060527475,"about_ca_system_score_gemma":0.00073974143,"threshold_uncertainty_score":0.024058998},"labels":[],"label_agreement":null},{"id":"W2783023064","doi":"10.1115/imece2017-70466","title":"Experimental and Analytical Investigation of Hanging Tubular Cantilevers With Discharging Axial and Radial Flow","year":2017,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Cantilever; Mechanics; Flutter; Flow (mathematics); Instability; Tube (container); Vibration; Materials science; Physics; Acoustics; Aerodynamics; Composite material","score_opus":0.007866159630009776,"score_gpt":0.20865539008136583,"score_spread":0.20078923045135605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2783023064","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99507207,0.000052812902,0.0042663375,0.000021582666,0.0000060869675,0.000020286798,0.00006312142,0.00004159707,0.00045613182],"genre_scores_gemma":[0.99482626,0.000052296113,0.004545258,0.000010883072,0.0000040757527,0.000023170658,0.000054918244,0.000010177453,0.00047293864],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997012,0.00002930576,0.000013539124,0.00005526847,0.0001489938,0.000051691866],"domain_scores_gemma":[0.9992772,0.00026039334,0.00009684789,0.00011548142,0.00017890004,0.00007116953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004831962,0.00026782247,0.00031112946,0.00019558797,0.00052205834,0.00021853273,0.0005382041,0.00056556484,0.0018400713],"category_scores_gemma":[0.0010496986,0.0001852072,0.00020749377,0.00023786696,0.0006700605,0.00030995734,0.000511254,0.0003611701,0.00014974813],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000114232746,0.00004757935,0.0015533742,0.00006721073,0.000004791332,0.00020278414,0.00024055435,0.0012365608,0.99330384,0.0001468964,0.000061691506,0.0030204663],"study_design_scores_gemma":[0.00005527416,0.002036892,0.02380133,0.000020248192,0.000021869891,0.0004195719,0.00038582098,0.035729434,0.9361796,0.00021242935,0.0010998697,0.00003763565],"about_ca_topic_score_codex":0.00056324195,"about_ca_topic_score_gemma":0.00082147395,"teacher_disagreement_score":0.0018400713,"about_ca_system_score_codex":0.000218142,"about_ca_system_score_gemma":0.00014585993,"threshold_uncertainty_score":0.0061556697},"labels":[],"label_agreement":null},{"id":"W2783195671","doi":"10.1155/2018/6980536","title":"New Frequency‐Dependent Trigonometric Interpolation Functions for the Dynamic Finite Element Analysis of Thin Rectangular Plates","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Finite element method; Modal analysis; Basis (linear algebra); Trigonometric functions; Basis function; Interpolation (computer graphics); Modal; Vibration; Trigonometry; Set (abstract data type); Applied mathematics; Structural engineering; Mathematics; Computer science; Mathematical analysis; Engineering; Geometry; Acoustics; Mechanical engineering; Frame (networking)","score_opus":0.008796035077593002,"score_gpt":0.23117280773567925,"score_spread":0.22237677265808625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2783195671","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0060168966,0.00015066181,0.99217856,0.00003301411,0.00003565882,0.000033629345,0.000030216732,0.00008199055,0.0014394098],"genre_scores_gemma":[0.09464276,0.0007419838,0.900823,0.00005057979,0.000029773993,0.00021553387,0.00016263362,0.00010393652,0.0032298355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997197,0.000085872154,0.000017700806,0.000021165019,0.00013659488,0.000018932815],"domain_scores_gemma":[0.9996997,0.00013038266,0.0000325302,0.00004288834,0.00008026615,0.000014243698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008103317,0.0009568485,0.0004998549,0.0009855697,0.00031811203,0.0005072039,0.0011292589,0.0007361436,0.001448863],"category_scores_gemma":[0.0014326574,0.0003912344,0.00092240295,0.0008850663,0.00062098016,0.000663859,0.0005678215,0.0013379087,0.0006787313],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000121178426,0.00015271654,0.0012350549,0.00043727513,0.000051355848,0.00024645554,0.00029504407,0.56363106,0.07724109,0.10932449,0.0017906365,0.24547361],"study_design_scores_gemma":[0.0000063155435,0.000051184434,0.00019162805,0.000034562276,0.0000075047737,0.00007550839,0.000023244858,0.985112,0.0053457646,0.003965141,0.005169881,0.000017281016],"about_ca_topic_score_codex":0.001027588,"about_ca_topic_score_gemma":0.0020021838,"teacher_disagreement_score":0.001448863,"about_ca_system_score_codex":0.00040151604,"about_ca_system_score_gemma":0.00094402255,"threshold_uncertainty_score":0.0048469305},"labels":[],"label_agreement":null},{"id":"W2787820220","doi":"10.1007/978-3-319-69480-1_1","title":"Nonlinear Behaviour Diagnosis for Horizontal-Axis Wind Turbine Blades Subjected to Inconstant Wind Excitations","year":2018,"lang":"en","type":"book-chapter","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Wind power; Nonlinear system; Turbine blade; Aerodynamics; Vibration; Turbine; Structural engineering; Inertia; Engineering; Mechanics; Physics; Mechanical engineering; Classical mechanics; Acoustics","score_opus":0.0134640496147095,"score_gpt":0.23226354875130273,"score_spread":0.21879949913659322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2787820220","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23091333,0.0008632568,0.757739,0.00020633989,0.00009346347,0.000084275336,0.00010822138,0.00059739884,0.009394653],"genre_scores_gemma":[0.9595712,0.00040510058,0.033699855,0.00002608413,0.00002520034,0.000019958698,0.000120822246,0.00003114766,0.0061006495],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988043,0.00001348036,0.000005691299,0.000026408572,0.000062293206,0.000011561756],"domain_scores_gemma":[0.99977404,0.000105444306,0.00003147206,0.000021080476,0.00005878477,0.000009170604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017222029,0.00045443134,0.00027148082,0.00034033819,0.00020155055,0.00035541286,0.00035260915,0.00057503796,0.0010154824],"category_scores_gemma":[0.00054832036,0.00020737867,0.0002550429,0.000120494435,0.00037323107,0.0003997329,0.00034754653,0.000292716,0.00033601627],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00063157425,0.000116812,0.0069846455,0.0006636628,0.000056118308,0.00080555206,0.0008108831,0.25643474,0.24551344,0.005796555,0.0023491108,0.47983697],"study_design_scores_gemma":[0.000008771077,0.00014288204,0.007357786,0.00003928241,0.000013456034,0.0002387169,0.00015279512,0.9699219,0.017373735,0.0036409476,0.0010957429,0.0000140118245],"about_ca_topic_score_codex":0.001186266,"about_ca_topic_score_gemma":0.0016720807,"teacher_disagreement_score":0.001186266,"about_ca_system_score_codex":0.00021166123,"about_ca_system_score_gemma":0.00016936602,"threshold_uncertainty_score":0.0033971071},"labels":[],"label_agreement":null},{"id":"W2788901988","doi":"10.1115/1.4039421","title":"Limitation on Increasing the Critical Speed of a Spinning Disk Using Transverse Rigid Constraints, An Application of Rayleigh's Interlacing Eigenvalues Theorem","year":2018,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations; University of British Columbia","funders":"","keywords":"Critical speed; Spinning; Eigenvalues and eigenvectors; Interlacing; Physics; Equations of motion; Classical mechanics; Mathematics; Mathematical analysis; Vibration; Materials science; Computer science; Acoustics","score_opus":0.016245165760039492,"score_gpt":0.27885925357859065,"score_spread":0.26261408781855117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788901988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89286244,0.0010161167,0.094853684,0.00014830126,0.00003475223,0.00005847771,0.000031383926,0.000100243604,0.010894554],"genre_scores_gemma":[0.9877929,0.00024565804,0.011539082,0.000009594649,0.00000543501,0.000028277642,0.000008774653,0.00000834412,0.00036187924],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982566,0.000024238778,0.00001140171,0.000029879307,0.000079802325,0.000029013177],"domain_scores_gemma":[0.9992124,0.00040713264,0.00014080766,0.000085657186,0.00011807532,0.000035968584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031165613,0.00032561398,0.00023895896,0.00031780556,0.00036735888,0.0004142972,0.00030594307,0.00026209108,0.0009849069],"category_scores_gemma":[0.0016130919,0.00012799329,0.00012275064,0.00015163228,0.00072747166,0.0005428005,0.0005194482,0.0002465453,0.00012394883],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040926255,0.00011960888,0.0033473638,0.00050767354,0.000021805217,0.00060578046,0.0006996437,0.091878936,0.7879262,0.05212612,0.000629008,0.061728653],"study_design_scores_gemma":[0.000054801465,0.0007525446,0.005138682,0.00005962609,0.000022328632,0.00053143955,0.00022825997,0.65230787,0.3259723,0.010673578,0.0041818824,0.00007665516],"about_ca_topic_score_codex":0.00045352645,"about_ca_topic_score_gemma":0.00033621205,"teacher_disagreement_score":0.0009849069,"about_ca_system_score_codex":0.00019411428,"about_ca_system_score_gemma":0.0003492957,"threshold_uncertainty_score":0.0032948256},"labels":[],"label_agreement":null},{"id":"W2796271794","doi":"10.2221/jcsj.53.86","title":"Advantage of Using Standard Helium Liquefaction System as HELIAL by L'Air Liquide","year":2018,"lang":"en","type":"article","venue":"TEION KOGAKU (Journal of Cryogenics and Superconductivity Society of Japan)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Air Liquide (Canada)","funders":"","keywords":"Liquefaction; Helium; Nuclear engineering; Materials science; Thermodynamics; Physics; Atomic physics","score_opus":0.00872079109589507,"score_gpt":0.23630601769213042,"score_spread":0.22758522659623534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2796271794","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82121074,0.0054155285,0.15599816,0.0009053451,0.00071192975,0.00027382903,0.00069595943,0.0024678952,0.012320603],"genre_scores_gemma":[0.91442627,0.0011066197,0.0730576,0.00035891857,0.00018554472,0.00022227474,0.0007780605,0.00018746831,0.009677332],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99947864,0.0000752213,0.00004551972,0.00019027531,0.00015378282,0.000056602254],"domain_scores_gemma":[0.99973375,0.00006508865,0.000034661447,0.00006902324,0.000069738686,0.000027742806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058752083,0.0005865378,0.0005020397,0.0004295793,0.00075707893,0.0006378137,0.00070199615,0.000577753,0.0029919597],"category_scores_gemma":[0.00042194602,0.0002205157,0.00023622476,0.00032730927,0.0004353427,0.0011926459,0.0009048216,0.0005261199,0.0012783488],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038090878,0.000055302047,0.002445092,0.0001861694,0.000015511669,0.00012195627,0.0001147834,0.000082587125,0.97755677,0.0009993247,0.00053768256,0.017503908],"study_design_scores_gemma":[0.000044882167,0.0002311957,0.0023285295,0.000011417397,0.000029230934,0.00034964885,0.000070538554,0.0016028043,0.98191124,0.00014712871,0.013251091,0.000022256627],"about_ca_topic_score_codex":0.0006471111,"about_ca_topic_score_gemma":0.0010222333,"teacher_disagreement_score":0.0029919597,"about_ca_system_score_codex":0.00027289512,"about_ca_system_score_gemma":0.00047347008,"threshold_uncertainty_score":0.01000917},"labels":[],"label_agreement":null},{"id":"W2799272112","doi":"10.1139/tcsme-2006-0012","title":"SIMULATION NUMERIQUE DU COMPORTEMENT DYNAMIQUE LINEAIRE DES RESSORTS HELICOIDAUX","year":2006,"lang":"fr","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Physics; Partial differential equation; Hyperbolic partial differential equation; Mathematical analysis; Mathematics","score_opus":0.008610294097685822,"score_gpt":0.20454307270007002,"score_spread":0.1959327786023842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799272112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52517027,0.00047267726,0.4394288,0.00045763806,0.0001651002,0.00014901243,0.0005502681,0.0013109037,0.032295316],"genre_scores_gemma":[0.96758556,0.00025260926,0.022012787,0.000026273105,0.000013168054,0.00011482681,0.00017426207,0.00007352091,0.009746903],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998503,0.000035823097,0.0000063262355,0.000022450344,0.000058218935,0.000026916501],"domain_scores_gemma":[0.9997054,0.00014351423,0.000033434233,0.00003590885,0.00006174908,0.000019929166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027527387,0.00045281413,0.0005885662,0.00031784375,0.00041282212,0.0007376865,0.0005505935,0.00093478314,0.003718047],"category_scores_gemma":[0.00085821585,0.00028078462,0.0005749048,0.00039864797,0.00062448037,0.00057465554,0.00041338702,0.0005459251,0.00039020882],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000061545936,0.000017374832,0.00061885774,0.000042461244,0.0000070863694,0.00012239613,0.000091380585,0.98363924,0.007507592,0.004621824,0.00021718985,0.0030531029],"study_design_scores_gemma":[0.000009226512,0.00001749951,0.00019129823,0.0000043588316,0.000002521635,0.000013831085,0.000018939645,0.99681133,0.0018710229,0.00047961055,0.00057499035,0.000005406685],"about_ca_topic_score_codex":0.015191459,"about_ca_topic_score_gemma":0.005245187,"teacher_disagreement_score":0.015191459,"about_ca_system_score_codex":0.00073822064,"about_ca_system_score_gemma":0.000981615,"threshold_uncertainty_score":0.030206084},"labels":[],"label_agreement":null},{"id":"W2800488569","doi":"10.1139/tcsme-2016-0044","title":"DYNAMICS ANALYSIS, SELECTION AND CALCULATION ON THE PARAMETERS OF A ROTARY VIBRATING SCREEN","year":2016,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; Department of Education of Liaoning Province","keywords":"Nonlinear system; Linearization; Selection (genetic algorithm); Control theory (sociology); Mathematics; Computer science; Applied mathematics; Physics; Control (management)","score_opus":0.006942406473007977,"score_gpt":0.18383862625829073,"score_spread":0.17689621978528275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800488569","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030249933,0.00042066938,0.9532237,0.00016019016,0.000048057507,0.00008145084,0.00010112022,0.0004208251,0.015293992],"genre_scores_gemma":[0.824535,0.0011450399,0.16443036,0.000059748498,0.00003678935,0.00021598829,0.00027083044,0.00018547098,0.009120735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998441,0.000025176052,0.000007757466,0.00002431053,0.00008770853,0.0000109749535],"domain_scores_gemma":[0.9999132,0.000026244332,0.000009879069,0.000012171574,0.000032895954,0.0000055460437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017176486,0.0005494538,0.00038291578,0.00046048715,0.00034473455,0.00058627035,0.00047818173,0.0003667072,0.0029282782],"category_scores_gemma":[0.0005374016,0.00018932961,0.00041544446,0.00038188102,0.0002874805,0.00077722047,0.00041919868,0.00045107023,0.000673922],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021497406,0.00008421701,0.005074813,0.00073199475,0.000064017986,0.00065411,0.0003814471,0.44403133,0.18943727,0.110145345,0.005348444,0.24383202],"study_design_scores_gemma":[0.00004060137,0.00007604224,0.0017054664,0.0000398514,0.000049794966,0.00033510657,0.000097878474,0.9498387,0.027147556,0.009312356,0.011305055,0.000051631432],"about_ca_topic_score_codex":0.002811181,"about_ca_topic_score_gemma":0.001594234,"teacher_disagreement_score":0.0029282782,"about_ca_system_score_codex":0.00032602245,"about_ca_system_score_gemma":0.00062682264,"threshold_uncertainty_score":0.009796083},"labels":[],"label_agreement":null},{"id":"W2800580833","doi":"","title":"Numerical Simulation of Motion Response Control of Multibody Floating Systems","year":2013,"lang":"en","type":"article","venue":"The Twenty-third International Offshore and Polar Engineering Conference","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Intecsea (Canada)","funders":"","keywords":"Multibody system; Computer science; Control theory (sociology); Motion (physics); Control (management); Control engineering; Engineering; Physics; Artificial intelligence; Classical mechanics","score_opus":0.007981311341344725,"score_gpt":0.2199860353513047,"score_spread":0.21200472400995998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800580833","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7183078,0.0004642799,0.22869736,0.0007820581,0.00028280285,0.00014756297,0.00020411887,0.0004533897,0.050660674],"genre_scores_gemma":[0.993608,0.00003772547,0.0041443543,0.000020891246,0.0000063467264,0.000033017528,0.00002116298,0.000012116712,0.0021163172],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998374,0.0000448141,0.000008033729,0.000016432377,0.00006051788,0.000032765878],"domain_scores_gemma":[0.9994574,0.00030325918,0.0000671023,0.000046249945,0.00008432896,0.000041685274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031958788,0.00033278504,0.0005170632,0.00031141288,0.00051861285,0.0006552691,0.0005727057,0.0011524837,0.0033215499],"category_scores_gemma":[0.0014588694,0.00023218973,0.0003522804,0.00021642227,0.00058320706,0.00043293348,0.00059351523,0.00054776215,0.00023365501],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003816366,0.00002242437,0.00017602225,0.000016149434,0.000005583789,0.000030337453,0.000025111205,0.9952384,0.0015446065,0.0012636677,0.000072879324,0.0015666481],"study_design_scores_gemma":[0.00000653512,0.00001531279,0.00006940109,0.0000014639915,9.3974296e-7,0.00000250327,0.000006127192,0.9994493,0.00019989563,0.00014705893,0.000099791665,0.000001579395],"about_ca_topic_score_codex":0.009663123,"about_ca_topic_score_gemma":0.0035506545,"teacher_disagreement_score":0.009663123,"about_ca_system_score_codex":0.00044477894,"about_ca_system_score_gemma":0.0005071097,"threshold_uncertainty_score":0.019213796},"labels":[],"label_agreement":null},{"id":"W2800595077","doi":"10.1139/tcsme-2000-0025","title":"GENERAL SOLUTION OF THE FORCED IN-PLANE VIBRATION PROBLEM FOR A SPINNING DISK","year":2000,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Vibration; Spinning; Orthogonality; Plane (geometry); Forcing (mathematics); Mathematical analysis; Mathematics; Physics; Geometry; Acoustics; Engineering; Mechanical engineering","score_opus":0.006257688529348904,"score_gpt":0.1854028626373156,"score_spread":0.17914517410796668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800595077","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05568046,0.00027644206,0.92334443,0.0006236602,0.00008596606,0.00007262564,0.00018703633,0.00009579977,0.019633552],"genre_scores_gemma":[0.7462174,0.0010259626,0.21704015,0.00024060959,0.00016826195,0.0003238318,0.0003769078,0.00012737626,0.03447949],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998311,0.00004290273,0.000009049493,0.00004154383,0.0000524397,0.00002295139],"domain_scores_gemma":[0.99979395,0.00009450189,0.000029151928,0.00001871533,0.00004788899,0.00001574075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040938283,0.00059201213,0.0005836219,0.00027224468,0.00036364415,0.00071768364,0.0007146414,0.0019827564,0.0048852805],"category_scores_gemma":[0.0013644919,0.00028595736,0.00043625664,0.0002162989,0.0005713751,0.0007751184,0.0010099212,0.00067506457,0.00046538914],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000783372,0.00005284232,0.00054188847,0.00023952169,0.000024176741,0.00045989943,0.00017142152,0.85891247,0.017039193,0.09756838,0.002791383,0.02212045],"study_design_scores_gemma":[0.000018534694,0.000028459013,0.00021916875,0.000010776553,0.00000452627,0.00009890475,0.000051422845,0.9775482,0.0011900178,0.018903093,0.0019161155,0.000010827607],"about_ca_topic_score_codex":0.002617193,"about_ca_topic_score_gemma":0.0019309012,"teacher_disagreement_score":0.0048852805,"about_ca_system_score_codex":0.0003069525,"about_ca_system_score_gemma":0.00077981106,"threshold_uncertainty_score":0.016342938},"labels":[],"label_agreement":null},{"id":"W2801080553","doi":"10.1139/tcsme-2008-0004","title":"ANALYTICAL MODEL OF SOUND TRANSMISSION THROUGH ORTHOTROPIC DOUBLE WALLED CYLINDERICAL SHELLS","year":2008,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Orthotropic material; Shell (structure); Sound transmission class; Displacement (psychology); Mechanics; Mach number; Physics; Sound pressure; Acoustic wave; Plane wave; Acoustics; Mathematical analysis; Finite element method; Mathematics; Engineering; Optics; Mechanical engineering","score_opus":0.025049999440741745,"score_gpt":0.2187206849576645,"score_spread":0.19367068551692276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801080553","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16859536,0.0012446111,0.7736112,0.00030043608,0.00011116291,0.00008471825,0.00022675261,0.0006156215,0.055210143],"genre_scores_gemma":[0.9544719,0.000993351,0.02409688,0.000051880066,0.000029323364,0.00011245824,0.0000836781,0.000077679295,0.020082802],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981135,0.00003746182,0.000009158763,0.000027877733,0.000088516375,0.000025643845],"domain_scores_gemma":[0.9997874,0.000058184854,0.000044386063,0.000021794407,0.0000718995,0.000016382035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027922212,0.0008470962,0.00046449658,0.0006171454,0.0003625842,0.00092679006,0.0013755844,0.0012942306,0.0020406933],"category_scores_gemma":[0.00069410965,0.0004321684,0.00059805455,0.0004312096,0.00090232585,0.00078876223,0.0005925422,0.00040463926,0.0006595901],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008006889,0.000045582907,0.0007856332,0.00015091307,0.000025664582,0.0010367061,0.00029153217,0.92114455,0.02859848,0.040270172,0.0006556934,0.0069151153],"study_design_scores_gemma":[0.0000062747163,0.000022087906,0.0001726148,0.000008058693,0.0000047167828,0.000107514854,0.00003171632,0.9970221,0.000810781,0.0013879482,0.00041773936,0.000008462296],"about_ca_topic_score_codex":0.0031323915,"about_ca_topic_score_gemma":0.0014885432,"teacher_disagreement_score":0.0031323915,"about_ca_system_score_codex":0.00042516252,"about_ca_system_score_gemma":0.0005802717,"threshold_uncertainty_score":0.0068267584},"labels":[],"label_agreement":null},{"id":"W2801132170","doi":"10.1139/tcsme-2016-0071","title":"RESEARCH ON THE SELF-SYNCHRONOUS VIBRATION OF FATIGUE LOADING TESTS FOR WIND TURBINE BLADES","year":2016,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Vibration; Blade (archaeology); Structural engineering; Turbine blade; Natural frequency; Control theory (sociology); Turbine; Engineering; Computer science; Mechanical engineering; Acoustics; Physics; Control (management)","score_opus":0.030288122320568652,"score_gpt":0.26033852371760086,"score_spread":0.2300504013970322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801132170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8515784,0.00064798346,0.14465992,0.00009856159,0.00003520991,0.000060509185,0.000046993555,0.00019120681,0.002681159],"genre_scores_gemma":[0.98797065,0.00026269132,0.010976293,0.000017599808,0.000013292015,0.000017801633,0.00004040664,0.000017922954,0.0006833138],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992712,0.00011993105,0.000038759044,0.00010444881,0.00042573435,0.000039942624],"domain_scores_gemma":[0.9990526,0.0002641373,0.000113360875,0.0001207092,0.00039848874,0.000050695362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086233125,0.0002914212,0.00034396522,0.00052226015,0.0002282258,0.00021000019,0.0004256579,0.000459309,0.0007606536],"category_scores_gemma":[0.0014324451,0.0002155637,0.00038892106,0.000246744,0.00032101973,0.00089161046,0.00019178886,0.00019450262,0.0001725018],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015147922,0.00012695658,0.011619112,0.00029719347,0.000024923867,0.00021924314,0.00069294166,0.015395291,0.90021425,0.0013930873,0.00026605924,0.06959937],"study_design_scores_gemma":[0.00006531195,0.0035151017,0.105253674,0.000077079465,0.00009799979,0.0010946098,0.00071497814,0.3672925,0.5166055,0.001454803,0.0037042329,0.0001242941],"about_ca_topic_score_codex":0.0008494553,"about_ca_topic_score_gemma":0.0007656173,"teacher_disagreement_score":0.00086233125,"about_ca_system_score_codex":0.00017557139,"about_ca_system_score_gemma":0.0002249202,"threshold_uncertainty_score":0.0045604706},"labels":[],"label_agreement":null},{"id":"W2801665518","doi":"10.1139/tcsme-2000-0015","title":"STABILITY ANALYSIS OF PIPES CONVEYING FLUID USING FINITE ELEMENT METHOD","year":2000,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Beam (structure); Discretization; Stability (learning theory); Variable (mathematics); Coupling (piping); Mixed finite element method; Element (criminal law); Domain (mathematical analysis); Mathematics; Transverse plane; Mechanics; Mathematical analysis; Structural engineering; Engineering; Computer science; Mechanical engineering; Physics","score_opus":0.01616137238182222,"score_gpt":0.23155836568728147,"score_spread":0.21539699330545925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801665518","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06459405,0.00033122828,0.92638236,0.00019991526,0.000042571555,0.000067999834,0.000057190056,0.00022928332,0.008095336],"genre_scores_gemma":[0.87917125,0.00048136548,0.10811296,0.00006589587,0.000037717127,0.0002869955,0.00013769681,0.00014087379,0.011565323],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99969685,0.00009730943,0.000012317434,0.000033156623,0.00013752557,0.00002296403],"domain_scores_gemma":[0.9993901,0.0003267287,0.000060801853,0.000033267646,0.00017147063,0.000017687851],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072133524,0.00047469657,0.000564179,0.0007482975,0.00048572663,0.00062172336,0.00064730784,0.0009475865,0.002193218],"category_scores_gemma":[0.0018779339,0.0003167436,0.0005980013,0.00026255002,0.0010099958,0.00050052576,0.0006920703,0.00053705805,0.00046839908],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007411608,0.000026724696,0.0006649043,0.00008260489,0.000024484794,0.0000902758,0.00016465368,0.93771785,0.02245874,0.024213921,0.00037394412,0.014107801],"study_design_scores_gemma":[0.0000016890694,0.000006182102,0.000051649826,0.000004172243,0.0000012028107,0.0000054826774,0.0000066753682,0.998035,0.0007209498,0.0009021809,0.00026169256,0.0000031041925],"about_ca_topic_score_codex":0.004208992,"about_ca_topic_score_gemma":0.0015536413,"teacher_disagreement_score":0.004208992,"about_ca_system_score_codex":0.00052818906,"about_ca_system_score_gemma":0.0008562102,"threshold_uncertainty_score":0.008368969},"labels":[],"label_agreement":null},{"id":"W2801713416","doi":"10.1016/j.ijmecsci.2018.04.044","title":"Free vibration analysis of rotating cylindrical shells coupled with moderately thick annular plates","year":2018,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":228,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Shell (structure); Vibration; Boundary value problem; Finite element method; Coupling (piping); Plate theory; Equations of motion; Chebyshev polynomials; Mechanics; Rotor (electric); Physics; Structural engineering; Classical mechanics; Engineering; Mathematical analysis; Acoustics; Mathematics; Mechanical engineering","score_opus":0.0146526774031889,"score_gpt":0.26279995036044623,"score_spread":0.24814727295725733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801713416","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83893687,0.00046576338,0.14755204,0.0002635765,0.00007613079,0.000030344108,0.000053125306,0.00013218733,0.0124899205],"genre_scores_gemma":[0.99498594,0.00007099695,0.0024070495,0.00001984591,0.000010634275,0.000009821692,0.0000117897625,0.00001278342,0.0024712016],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999874,0.000036959682,0.000004477786,0.000021024754,0.000039030536,0.000024523813],"domain_scores_gemma":[0.99971765,0.00012397565,0.000053870826,0.000020660656,0.000050414706,0.000033446126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028487408,0.0005230029,0.00042751877,0.00031817908,0.00023474002,0.0004255374,0.0004888801,0.00069173035,0.001326117],"category_scores_gemma":[0.00063421676,0.00024280536,0.00042124809,0.00014189882,0.0008615662,0.00040757447,0.00067319017,0.00033327178,0.00019482001],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011163587,0.00013519675,0.0040443363,0.00025682995,0.00016674743,0.0015061273,0.0006073515,0.7061448,0.24479495,0.023318194,0.00073509157,0.017173965],"study_design_scores_gemma":[0.000010335901,0.00007650945,0.0016109499,0.000008214512,0.000008669437,0.000050147995,0.00005498527,0.99485946,0.0022370869,0.0009324898,0.00013929907,0.000011876257],"about_ca_topic_score_codex":0.0012606952,"about_ca_topic_score_gemma":0.0009819261,"teacher_disagreement_score":0.001326117,"about_ca_system_score_codex":0.00019978722,"about_ca_system_score_gemma":0.00023033074,"threshold_uncertainty_score":0.004436314},"labels":[],"label_agreement":null},{"id":"W2801787004","doi":"10.1139/tcsme-2016-0006","title":"EXPERIMENTAL INVESTIGATION OF THE VIBRATIONS OF A SIMPLY SUPPORTED ROD IMMERSED IN AN AXIAL FLOW WITH A NOZZLE MIDWAY","year":2016,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Laurentian University; Algonquin College","funders":"","keywords":"Nozzle; Vibration; Mechanics; Flow (mathematics); Amplitude; Structural engineering; Acoustics; Vortex-induced vibration; Materials science; Physics; Engineering; Mechanical engineering; Optics","score_opus":0.008481776839772944,"score_gpt":0.19200179432019254,"score_spread":0.1835200174804196,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801787004","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948272,0.00013367023,0.0043286486,0.000027821472,0.00002388145,0.000037392925,0.000060360602,0.000043825876,0.0005172287],"genre_scores_gemma":[0.99155855,0.00014047184,0.007175934,0.000021138312,0.000011299371,0.000041321415,0.000068050154,0.000017915932,0.0009653212],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999616,0.000033987613,0.000022654867,0.00009551891,0.00015341546,0.00007838775],"domain_scores_gemma":[0.99920195,0.00034327622,0.00014570252,0.00007987189,0.00014729101,0.00008187196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004228284,0.00042957114,0.0005446616,0.00018611393,0.0004337353,0.0002620526,0.0006503726,0.00076899835,0.0015175439],"category_scores_gemma":[0.00066255033,0.00025257416,0.00027292088,0.00021016205,0.0007225629,0.00032540015,0.00041003077,0.00065534964,0.00015513791],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019799532,0.00005212049,0.00026238878,0.00005711529,0.000003283111,0.00010280242,0.00009948874,0.0001957084,0.9978161,0.000059403133,0.000015122719,0.001138439],"study_design_scores_gemma":[0.00007286546,0.0050577135,0.010798354,0.000020544436,0.000027422207,0.00027392554,0.00017732407,0.004155972,0.97861016,0.00006611422,0.0007082378,0.000031310483],"about_ca_topic_score_codex":0.000326353,"about_ca_topic_score_gemma":0.0003897216,"teacher_disagreement_score":0.0015175439,"about_ca_system_score_codex":0.00024798763,"about_ca_system_score_gemma":0.0002652796,"threshold_uncertainty_score":0.005076647},"labels":[],"label_agreement":null},{"id":"W2801791698","doi":"10.1139/tcsme-2005-0020","title":"THE SELF-DAMPING CHARACTERISTICS OF A MAGNETIC CONSTRAINED FULLY COVERED SANDWICH CANTILEVER BEAM","year":2005,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cantilever; Constrained-layer damping; Beam (structure); Magnetic damping; Vibration; Materials science; Displacement (psychology); Rayleigh–Ritz method; Structural engineering; Transverse plane; Modal analysis; Mechanics; Acoustics; Physics; Engineering; Vibration control","score_opus":0.0044550876109682525,"score_gpt":0.17384220518914045,"score_spread":0.1693871175781722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801791698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9018734,0.00020140628,0.09477966,0.000039755698,0.000012335136,0.0000138111,0.00006086199,0.00012668528,0.0028919908],"genre_scores_gemma":[0.9909032,0.00005761609,0.007903559,0.000007884395,0.0000027018195,0.000013217837,0.000037841844,0.000009653191,0.0010642518],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999317,0.0000100248135,0.0000020266143,0.00001072712,0.000038856375,0.000006702331],"domain_scores_gemma":[0.9997975,0.000089744666,0.000028634895,0.000026567235,0.000043371165,0.000014236183],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001785142,0.00019506164,0.00017857464,0.00018940275,0.000100175894,0.00016874395,0.00027480556,0.0003083807,0.0011062988],"category_scores_gemma":[0.0003319185,0.00011967582,0.00016601663,0.000098612065,0.00021796963,0.00020820822,0.00017644944,0.00015180907,0.00018674052],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021276063,0.000038900573,0.0028016374,0.00010793953,0.000037581456,0.000256965,0.00037569006,0.038666025,0.9341666,0.0033293026,0.00023173844,0.019774778],"study_design_scores_gemma":[0.000021892065,0.00039320596,0.010632854,0.00001661244,0.000017944969,0.00041909,0.00011752766,0.88993007,0.09634237,0.00087587675,0.0012009662,0.000031498847],"about_ca_topic_score_codex":0.0003559284,"about_ca_topic_score_gemma":0.0004924928,"teacher_disagreement_score":0.0011062988,"about_ca_system_score_codex":0.00008221899,"about_ca_system_score_gemma":0.00009282264,"threshold_uncertainty_score":0.003700912},"labels":[],"label_agreement":null},{"id":"W2801925492","doi":"10.1109/jpets.2018.2825279","title":"Characteristic Parameter-Based Detuned C-Type Filter Design","year":2018,"lang":"en","type":"article","venue":"IEEE Power and Energy Technology Systems Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; ATCO (Canada)","funders":"","keywords":"Filter (signal processing); Capacitor; Type (biology); Filter design; Control theory (sociology); Computer science; m-derived filter; Mathematics; Electronic engineering; Engineering; Artificial intelligence; Voltage; Electrical engineering","score_opus":0.011382702087651355,"score_gpt":0.2082018352151834,"score_spread":0.19681913312753205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801925492","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009305818,0.0001833145,0.98646915,0.000051388368,0.000028601415,0.00003974937,0.000029960851,0.00036947898,0.0035224643],"genre_scores_gemma":[0.5230875,0.0005267706,0.46886015,0.00016917672,0.000058852413,0.00015564465,0.0001450458,0.0001268497,0.0068699946],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961865,0.0000654874,0.000018752258,0.00011796753,0.00014948958,0.000029768606],"domain_scores_gemma":[0.9995641,0.00010802309,0.0000745231,0.000047970396,0.00018919825,0.000016181928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034367412,0.00071833027,0.0005189607,0.00063809945,0.00041367658,0.00093722576,0.0009071231,0.001415932,0.002431485],"category_scores_gemma":[0.0008902785,0.0003260212,0.00042385363,0.00059788214,0.00031314383,0.0006767616,0.00031057882,0.00056167896,0.0009952418],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005042779,0.00008750317,0.0009897236,0.00050599914,0.00009635856,0.000273385,0.00026241204,0.18366624,0.44417936,0.02697389,0.0027446675,0.33971617],"study_design_scores_gemma":[0.000045116805,0.0002604638,0.00085718615,0.000042105454,0.000053422682,0.0005202301,0.000033009765,0.9051922,0.0759499,0.0032880604,0.013684961,0.000073340765],"about_ca_topic_score_codex":0.0021656167,"about_ca_topic_score_gemma":0.0025050007,"teacher_disagreement_score":0.002431485,"about_ca_system_score_codex":0.00077717676,"about_ca_system_score_gemma":0.0006924612,"threshold_uncertainty_score":0.008134127},"labels":[],"label_agreement":null},{"id":"W2802222080","doi":"10.1139/tcsme-2017-0043","title":"Time delay control of cable-driven manipulators with artificial bee colony algorithm","year":2018,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"State Key Laboratory of Fluid Power and Mechatronic Systems; Government of Jiangsu Province; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"PID controller; Control theory (sociology); Workspace; Payload (computing); Artificial bee colony algorithm; Controller (irrigation); Computer science; Control engineering; Robot; Control (management); Engineering; Temperature control; Artificial intelligence","score_opus":0.005604856893059731,"score_gpt":0.17841840491451685,"score_spread":0.17281354802145713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802222080","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07918431,0.00045125245,0.9131087,0.000106333355,0.000074599906,0.000068260175,0.000018566907,0.00030440025,0.006683577],"genre_scores_gemma":[0.9273428,0.00020217006,0.069334045,0.00003816732,0.000016638485,0.0001284587,0.000028967797,0.000017757511,0.0028909484],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987113,0.00002157145,0.000006254386,0.000026411853,0.000060818064,0.000013920802],"domain_scores_gemma":[0.9998011,0.00007051518,0.0000429952,0.000009498365,0.00006473003,0.000011195439],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027440026,0.00058262923,0.00030721922,0.00021696111,0.00025365528,0.00037415428,0.0006344389,0.00044491334,0.0007583028],"category_scores_gemma":[0.0005990326,0.00018535843,0.00023495653,0.00023742195,0.0003022899,0.00022493606,0.00032698148,0.00039059663,0.00009724959],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007304419,0.000047993082,0.00043487403,0.00008911441,0.000034675097,0.00010019354,0.00009223838,0.9249023,0.020191152,0.0039675166,0.00055822264,0.049508654],"study_design_scores_gemma":[0.000011117327,0.00004468007,0.000084029896,0.0000024494368,0.000003906134,0.000010062583,0.0000034269503,0.99844164,0.0008230577,0.0002378318,0.00033477088,0.0000029823166],"about_ca_topic_score_codex":0.00340522,"about_ca_topic_score_gemma":0.0021825368,"teacher_disagreement_score":0.00340522,"about_ca_system_score_codex":0.00030449193,"about_ca_system_score_gemma":0.0004415822,"threshold_uncertainty_score":0.0067707896},"labels":[],"label_agreement":null},{"id":"W2803644354","doi":"10.1615/tfec2018.tfl.021718","title":"NUMERICAL INVESTIGATION OF THREE-DIMENSIONAL FLUID STRUCTURES IN THE WAKE OF AN INFINITELY LONG INCLINED FLAT PLATE","year":2018,"lang":"en","type":"article","venue":"Proceeding of 3rd Thermal and Fluids Engineering Conference (TFEC)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan; University of Windsor","funders":"","keywords":"Wake; Mechanics; Geometry; Geology; Physics; Mathematics","score_opus":0.018662632118248857,"score_gpt":0.2194328236347555,"score_spread":0.20077019151650663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803644354","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97529954,0.00017712406,0.015976258,0.00023192148,0.00006439435,0.000048322552,0.0000959677,0.00015225602,0.007954254],"genre_scores_gemma":[0.99496657,0.000044053533,0.0038272112,0.000025346066,0.000009299467,0.000014072985,0.000036741258,0.000012486453,0.0010642665],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998884,0.000023105433,0.00000675534,0.000014029799,0.000035694025,0.000031990887],"domain_scores_gemma":[0.9993249,0.00032465995,0.00009464611,0.00004653678,0.00009645468,0.000112852154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028536227,0.00036494478,0.0005369293,0.0007193948,0.0009025984,0.0006953607,0.0007620161,0.0015067705,0.0018357342],"category_scores_gemma":[0.00126375,0.00037135126,0.0005497021,0.00042123866,0.0013411797,0.0005201274,0.0006162452,0.0006103901,0.00013751505],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022939149,0.00024222933,0.005445669,0.00009105474,0.00004179701,0.0008934247,0.00015775983,0.97150403,0.015026397,0.0025086652,0.0002508792,0.003608771],"study_design_scores_gemma":[0.000018290657,0.000057208294,0.0014502673,0.0000055218707,0.0000061607907,0.000040527542,0.000056638397,0.99744606,0.0006509572,0.00018270097,0.00007604939,0.000009654073],"about_ca_topic_score_codex":0.005932652,"about_ca_topic_score_gemma":0.004359945,"teacher_disagreement_score":0.005932652,"about_ca_system_score_codex":0.00043535265,"about_ca_system_score_gemma":0.00082198606,"threshold_uncertainty_score":0.011796236},"labels":[],"label_agreement":null},{"id":"W2803681516","doi":"","title":"Structural Response and Wake Vortex Dynamics of Cylindrical Structures Undergoing VIV with Elliptic Trajectories","year":2018,"lang":"en","type":"dissertation","venue":"UWSpace (University of Waterloo)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Wake; Vortex; Dynamics (music); Vortex shedding; Mechanics; Physics; Classical mechanics; Turbulence; Acoustics; Reynolds number","score_opus":0.004493690407663482,"score_gpt":0.1784642713151845,"score_spread":0.17397058090752102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803681516","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99936754,0.000007105134,0.0004783979,0.0000044656695,0.0000011535877,0.0000052472824,0.000013378644,0.0000063123175,0.00011638581],"genre_scores_gemma":[0.999419,0.000008812218,0.00039774668,0.0000033403096,5.909349e-7,0.0000057614025,0.000031231422,0.0000015188011,0.00013195335],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998977,0.000008099575,0.000003541636,0.000014940153,0.000037610364,0.000037977246],"domain_scores_gemma":[0.9998097,0.00004625804,0.00004312756,0.000019212475,0.0000437393,0.00003802282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016687634,0.00017411266,0.00021065396,0.0001983447,0.00023761287,0.00016361129,0.00019779737,0.00021760956,0.00042787366],"category_scores_gemma":[0.00046184022,0.0001307036,0.000098616576,0.00010266437,0.00044334226,0.000120209705,0.00029121674,0.00017819073,0.00007558745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038143844,0.00007510948,0.009942895,0.000031229236,0.00000914833,0.00027285382,0.0002618712,0.014667372,0.9667252,0.00023097692,0.00008402882,0.007317949],"study_design_scores_gemma":[0.00006892157,0.0043691495,0.26985785,0.000021143313,0.000022129285,0.0004508563,0.0014671752,0.19378497,0.52840835,0.00036855877,0.0011091937,0.00007166305],"about_ca_topic_score_codex":0.0011103172,"about_ca_topic_score_gemma":0.0016632194,"teacher_disagreement_score":0.0011103172,"about_ca_system_score_codex":0.00017199315,"about_ca_system_score_gemma":0.00021054132,"threshold_uncertainty_score":0.0022076964},"labels":[],"label_agreement":null},{"id":"W2806380585","doi":"10.1063/1.5038503","title":"A new finite-element model of the incudostapedial joint","year":2018,"lang":"en","type":"article","venue":"AIP conference proceedings","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Joint (building); Finite element method; Compression (physics); Joint capsule; Materials science; Synovial joint; Structural engineering; Stiffness; Tension (geology); Displacement (psychology); Mechanics; Physics; Composite material; Anatomy; Engineering","score_opus":0.02382271359692143,"score_gpt":0.219575801238724,"score_spread":0.19575308764180258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2806380585","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05053219,0.00032639428,0.9354825,0.00023915638,0.00010320871,0.000109860695,0.0005628009,0.000361712,0.012282185],"genre_scores_gemma":[0.63843656,0.0008041452,0.32856965,0.00021114878,0.000050355247,0.00063525426,0.0007256395,0.00016838439,0.030398887],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979085,0.000045017274,0.000016347865,0.00005128779,0.00007764436,0.000018891777],"domain_scores_gemma":[0.9998223,0.00006949158,0.000026197387,0.000024237635,0.00004314571,0.000014627965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030400316,0.0006108938,0.00079394545,0.00047998235,0.00031997357,0.0009373892,0.0017790959,0.0024933917,0.0034018492],"category_scores_gemma":[0.00071202725,0.00059855037,0.0007839511,0.00048301037,0.00067461026,0.00090659986,0.000767594,0.0006965814,0.00082502124],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039238847,0.00002788385,0.00034242947,0.000047883663,0.000015029162,0.00015878327,0.00007763522,0.9798415,0.01030331,0.0042789136,0.00017995127,0.0046874653],"study_design_scores_gemma":[0.000008112874,0.000016884314,0.00012835745,0.00000709948,0.0000071958098,0.00005669878,0.000013295894,0.9963948,0.00094472646,0.00066225353,0.0017521702,0.000008286118],"about_ca_topic_score_codex":0.004236527,"about_ca_topic_score_gemma":0.0033943919,"teacher_disagreement_score":0.004236527,"about_ca_system_score_codex":0.00042199992,"about_ca_system_score_gemma":0.0009661043,"threshold_uncertainty_score":0.011380315},"labels":[],"label_agreement":null},{"id":"W2807943434","doi":"","title":"Modeling And Simulation of a Tension Leg Platform","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Tension (geology); Computer science; Materials science; Compression (physics)","score_opus":0.019896882829607658,"score_gpt":0.2188471364835396,"score_spread":0.19895025365393193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807943434","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78383154,0.00017581327,0.1563886,0.00048039813,0.00015641541,0.00013354978,0.0004068019,0.0009183252,0.057508606],"genre_scores_gemma":[0.9899351,0.00005398643,0.0054034675,0.00002411615,0.000006949002,0.000040641648,0.000081052196,0.00003469667,0.004420076],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999187,0.000017916082,0.0000033831545,0.0000113541355,0.000027003785,0.000021675629],"domain_scores_gemma":[0.9998516,0.000050740797,0.00001928561,0.000016012365,0.000033315555,0.000028945664],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015766326,0.00048576176,0.00051631907,0.00039166486,0.00057442195,0.0007209717,0.00088805624,0.0014828573,0.0050389958],"category_scores_gemma":[0.00049208646,0.00036214615,0.00045576686,0.0002845334,0.00048212308,0.00049972197,0.00064121163,0.0004802043,0.00055757543],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047226404,0.000028869665,0.00036863008,0.000014004661,0.000007890849,0.00013796832,0.00003285409,0.9946325,0.0021404228,0.00092937564,0.00012330258,0.0015369434],"study_design_scores_gemma":[0.000010438639,0.00002297816,0.00014217515,0.0000012593028,0.0000022566787,0.000008620115,0.000012606157,0.9992385,0.00025684707,0.00013676268,0.00016519382,0.0000024180838],"about_ca_topic_score_codex":0.012968579,"about_ca_topic_score_gemma":0.0055098385,"teacher_disagreement_score":0.012968579,"about_ca_system_score_codex":0.00037471415,"about_ca_system_score_gemma":0.0008490705,"threshold_uncertainty_score":0.025786161},"labels":[],"label_agreement":null},{"id":"W2810400113","doi":"10.1139/tcsme-2017-1013","title":"RESEARCH ON A FLUTTER STABILITY CONTROL MEASURE OF A FABRICATED STEEL TRUSS BRIDGE","year":2017,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Flutter; Structural engineering; Truss; Bridge (graph theory); Engineering; Computational fluid dynamics; Coupling (piping); Stability (learning theory); Reliability (semiconductor); Aerodynamics; Truss bridge; Wind tunnel; Foundation (evidence); Mechanical engineering; Control theory (sociology); Computer science; Control (management); Aerospace engineering; Physics","score_opus":0.041231180713966704,"score_gpt":0.26439572916724213,"score_spread":0.22316454845327544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2810400113","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75883573,0.00037585138,0.23612134,0.00008520597,0.000042048156,0.000042457676,0.000032778007,0.00032622844,0.004138332],"genre_scores_gemma":[0.98734367,0.00006819518,0.012149909,0.0000075966036,0.0000030186181,0.00001378572,0.000013498338,0.000006203385,0.00039401965],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997528,0.000025813655,0.000011086358,0.000055332504,0.00013599747,0.000018910869],"domain_scores_gemma":[0.9996884,0.00006382647,0.000045760986,0.000030412739,0.00015279198,0.000018892093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038280085,0.00037056126,0.00020669326,0.00039317767,0.00023678556,0.00029152844,0.00033857184,0.00035372967,0.0005275596],"category_scores_gemma":[0.00068724016,0.000119519565,0.00028327908,0.0001429816,0.00033170433,0.00030676118,0.00017905493,0.00020997536,0.00005639415],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019064074,0.000088725705,0.002932133,0.00018878124,0.000026281954,0.00012223276,0.00022798264,0.10468776,0.8262295,0.0028020237,0.00031135956,0.062192596],"study_design_scores_gemma":[0.00003271759,0.0011209943,0.01088499,0.000024621939,0.000042869608,0.00013795392,0.00010848447,0.6568056,0.3288789,0.00059794803,0.0013096443,0.000055245673],"about_ca_topic_score_codex":0.0016335276,"about_ca_topic_score_gemma":0.0010792654,"teacher_disagreement_score":0.0016335276,"about_ca_system_score_codex":0.00032810564,"about_ca_system_score_gemma":0.00029021094,"threshold_uncertainty_score":0.003248036},"labels":[],"label_agreement":null},{"id":"W2877050324","doi":"","title":"Experimental and numerical investigation of the influence of cables on utility pole modal property extraction","year":2017,"lang":"en","type":"other","venue":"Memorial University Research Repository (Memorial University)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Solver; Modal; Damper; Structural engineering; Engineering; Software; Modal analysis; Cantilever; Mechanical engineering; Computer science; Finite element method","score_opus":0.021533302114229328,"score_gpt":0.24535373325305795,"score_spread":0.22382043113882863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2877050324","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9816845,0.000049314003,0.016002312,0.000030014011,0.000014668282,0.00002606076,0.00016828765,0.00017024491,0.0018546277],"genre_scores_gemma":[0.9964432,0.000028833872,0.0028537328,0.0000053173303,0.0000017396247,0.000012850999,0.000060017628,0.000013304887,0.0005808865],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996315,0.00005565458,0.000013413085,0.00006124497,0.00017667314,0.0000614013],"domain_scores_gemma":[0.99865353,0.0006397598,0.000112810325,0.00022221563,0.0003227307,0.000048900496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005605438,0.00026105042,0.0002546403,0.0003782726,0.00027219017,0.00026779337,0.0003432784,0.00039901733,0.0027547744],"category_scores_gemma":[0.0017036817,0.00016184738,0.00015437545,0.00036965872,0.0005028486,0.0003724333,0.00023158372,0.00032368203,0.00028278906],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00085085863,0.0004018361,0.00832028,0.00034392864,0.00001575178,0.0005347373,0.0007442637,0.056276225,0.89545554,0.0010433975,0.00076701154,0.035246037],"study_design_scores_gemma":[0.00006119805,0.0023616252,0.034435574,0.000043993132,0.000038346137,0.00028307977,0.00080305734,0.20628011,0.750537,0.00055970426,0.004544983,0.000051288393],"about_ca_topic_score_codex":0.0007254194,"about_ca_topic_score_gemma":0.0016248649,"teacher_disagreement_score":0.0027547744,"about_ca_system_score_codex":0.0002496649,"about_ca_system_score_gemma":0.00012190112,"threshold_uncertainty_score":0.009215653},"labels":[],"label_agreement":null},{"id":"W2883677248","doi":"10.1002/stc.2236","title":"Refined damper design formula for a cable equipped with a positive or negative stiffness damper","year":2018,"lang":"en","type":"article","venue":"Structural Control and Health Monitoring","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Damper; Stiffness; Structural engineering; Dissipation; Vibration; Parametric statistics; Engineering; Tuned mass damper; Vibration control; Control theory (sociology); Computer science; Physics; Mathematics; Acoustics; Control (management)","score_opus":0.030731782987845548,"score_gpt":0.3046440799037043,"score_spread":0.2739122969158587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2883677248","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009327862,0.00023839719,0.98643005,0.00005009277,0.000045472567,0.00006872114,0.000040342245,0.00013187219,0.0036672396],"genre_scores_gemma":[0.57731986,0.00079197384,0.4135453,0.00008787959,0.00006207207,0.00040389373,0.00012538294,0.00007258116,0.007591005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997286,0.00005226882,0.000017638415,0.000052664902,0.00013632946,0.000012513593],"domain_scores_gemma":[0.99975413,0.000076532684,0.000045857356,0.000024369434,0.00009333326,0.0000058046107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041842376,0.0007411873,0.00029026737,0.00046659357,0.00016406026,0.00048073096,0.00065896456,0.0006106185,0.003001779],"category_scores_gemma":[0.00096770533,0.00022654513,0.00032432514,0.00019511076,0.00028121835,0.00041387812,0.00033104373,0.0004875642,0.0005596085],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020833574,0.000067141875,0.000778604,0.0007382154,0.000031650976,0.00025903937,0.0003415875,0.4939019,0.2967647,0.061429236,0.0019888012,0.14349078],"study_design_scores_gemma":[0.000033107583,0.00025202526,0.00028780926,0.000031061798,0.000025548008,0.00016461099,0.000022113376,0.9730787,0.013310521,0.0027016315,0.01007267,0.000020044181],"about_ca_topic_score_codex":0.0009079904,"about_ca_topic_score_gemma":0.001014569,"teacher_disagreement_score":0.003001779,"about_ca_system_score_codex":0.00036043982,"about_ca_system_score_gemma":0.00037240385,"threshold_uncertainty_score":0.010041952},"labels":[],"label_agreement":null},{"id":"W2884669200","doi":"10.11159/jffhmt.2016.001","title":"Finite Element Analysis of Vane Geometry for Shear Thinning Materials","year":2016,"lang":"en","type":"article","venue":"Journal of Fluid Flow Heat and Mass Transfer","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Thinning; Materials science; Shear thinning; Geometry; Shear (geology); Composite material; Structural engineering; Mathematics; Engineering; Rheology","score_opus":0.008443572827843249,"score_gpt":0.21591807216817915,"score_spread":0.2074744993403359,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884669200","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06628866,0.0003200101,0.9194433,0.0002574605,0.000104994084,0.0002226618,0.0006431974,0.000800624,0.0119191315],"genre_scores_gemma":[0.53795487,0.00047090094,0.44416347,0.00013649008,0.00004599348,0.0010873397,0.0013414648,0.00059019786,0.014209207],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99961686,0.00009801262,0.000022304377,0.00005331858,0.00016887856,0.000040606257],"domain_scores_gemma":[0.9990683,0.00058051146,0.00007495373,0.000049238617,0.00019981485,0.000027216329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00085116527,0.00074942893,0.00084592705,0.0010525064,0.00045708255,0.00094997574,0.0012547903,0.0017163769,0.0051321946],"category_scores_gemma":[0.001902207,0.0007450645,0.0007812376,0.00064509816,0.0005846307,0.0005120197,0.00057419616,0.0007434584,0.00097495515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039221526,0.000040794395,0.00059486745,0.00010418347,0.00001704574,0.00007240347,0.00010382798,0.97616667,0.0076709795,0.0053256387,0.0005109564,0.009353492],"study_design_scores_gemma":[0.000003457894,0.0000097462935,0.00007666989,0.0000071502404,0.0000016363215,0.000011992068,0.000014712885,0.9978769,0.0007354413,0.00043615277,0.0008211571,0.0000050004296],"about_ca_topic_score_codex":0.004742138,"about_ca_topic_score_gemma":0.004151502,"teacher_disagreement_score":0.0051321946,"about_ca_system_score_codex":0.00072651805,"about_ca_system_score_gemma":0.0010964605,"threshold_uncertainty_score":0.01716894},"labels":[],"label_agreement":null},{"id":"W2887526491","doi":"10.1139/tcsme-2018-0055","title":"Vibration stability analysis of dual motor harmonic synchronous excitation nonlinear vibration conveyer","year":2018,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; State Administration of Work Safety; National Natural Science Foundation of China","keywords":"Vibration; Control theory (sociology); Nonlinear system; Stability (learning theory); Harmonic; Vibration isolation; Engineering; Computer science; Physics; Acoustics","score_opus":0.010420298677317261,"score_gpt":0.20650261013401483,"score_spread":0.19608231145669758,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2887526491","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6701144,0.00024529616,0.32446235,0.00012243935,0.000021724949,0.00003207293,0.000044153767,0.00020733441,0.0047502336],"genre_scores_gemma":[0.9962244,0.000040177387,0.002593985,0.0000037832513,0.0000027374501,0.000007819001,0.0000102979775,0.000004881969,0.0011119007],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998902,0.000018172623,0.0000050178155,0.000025751475,0.000049192022,0.000011610729],"domain_scores_gemma":[0.9998741,0.0000394321,0.000036452704,0.000011382923,0.000031534164,0.000006998398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021484839,0.0002539677,0.00022717609,0.00025085174,0.00018256286,0.00022795874,0.0002875323,0.00025322058,0.0013138835],"category_scores_gemma":[0.00035560926,0.0000981111,0.00027143114,0.000071821145,0.0002519781,0.00022942183,0.00023886396,0.00017536125,0.000118105774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005861652,0.000066164765,0.004842453,0.00026477897,0.00005321743,0.00038707512,0.00036529006,0.46298766,0.4728425,0.014773918,0.0004713292,0.042359512],"study_design_scores_gemma":[0.0000058113837,0.00006846246,0.0011433634,0.0000023418365,0.000005256124,0.000021738959,0.00001285475,0.99113023,0.007058088,0.0003273658,0.00021978928,0.000004784733],"about_ca_topic_score_codex":0.0018643342,"about_ca_topic_score_gemma":0.0011378461,"teacher_disagreement_score":0.0018643342,"about_ca_system_score_codex":0.00038202922,"about_ca_system_score_gemma":0.00023973211,"threshold_uncertainty_score":0.0043954253},"labels":[],"label_agreement":null},{"id":"W2887561920","doi":"10.11159/icmie18.103","title":"A Study on Motion Control of Multiple Floating Units","year":2018,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Research Foundation of Korea; National Research Foundation","keywords":"Motion control; Computer science; Motion (physics); Control (management); Artificial intelligence; Robot","score_opus":0.008859860474672717,"score_gpt":0.2018493406798838,"score_spread":0.1929894802052111,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2887561920","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14635612,0.0028236646,0.8123617,0.0006259339,0.00040439583,0.00007375223,0.000042075124,0.000099633864,0.037212763],"genre_scores_gemma":[0.98218924,0.0008573332,0.008506833,0.00005501527,0.00008095726,0.00003780578,0.000020680958,0.000012816141,0.008239521],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998023,0.00003939375,0.00000854825,0.00006117569,0.00005748711,0.000031097825],"domain_scores_gemma":[0.9997675,0.000102820035,0.000036990474,0.000017156326,0.000055710843,0.000019978781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027595446,0.0005546276,0.0004880941,0.0002113684,0.00040476304,0.0006388306,0.00053015846,0.00050166756,0.003578986],"category_scores_gemma":[0.0007907008,0.00014958202,0.0004855331,0.00024051787,0.0004938022,0.000611409,0.00049372757,0.0005527863,0.00018875768],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028057126,0.00010505699,0.0012226755,0.00048250146,0.00010247725,0.00053332304,0.00037157565,0.8104161,0.02365662,0.066809595,0.0019509643,0.094068535],"study_design_scores_gemma":[0.000012488926,0.00027322152,0.00048946444,0.000014912516,0.000017370769,0.000049405444,0.000049682938,0.9928657,0.0009284771,0.002982949,0.0023078134,0.000008560647],"about_ca_topic_score_codex":0.0035742447,"about_ca_topic_score_gemma":0.0014088785,"teacher_disagreement_score":0.003578986,"about_ca_system_score_codex":0.00027382924,"about_ca_system_score_gemma":0.0002812304,"threshold_uncertainty_score":0.011972904},"labels":[],"label_agreement":null},{"id":"W2888479345","doi":"10.1061/(asce)gm.1943-5622.0001404","title":"Erratum for “Generalized Nonlinear Softening Load-Transfer Model for Axially Loaded Piles” by Pengpeng Ni, Linhui Song, Guoxiong Mei, and Yanlin Zhao","year":2019,"lang":"en","type":"erratum","venue":"International Journal of Geomechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Axial symmetry; Softening; Nonlinear system; Structural engineering; Geology; Geotechnical engineering; Engineering; Mechanics; Materials science; Physics; Composite material","score_opus":0.012016823295125113,"score_gpt":0.24429243573250414,"score_spread":0.23227561243737904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2888479345","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0011959738,0.0016934894,0.01327799,0.03485574,0.9343887,0.00007587554,0.0014502662,0.00066931616,0.012392711],"genre_scores_gemma":[0.03839089,0.0074626133,0.02369425,0.03233516,0.12589903,0.00032561237,0.008055814,0.0023373435,0.76149917],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985089,0.00022414718,0.00026420236,0.00018846075,0.0007270026,0.00008724992],"domain_scores_gemma":[0.99385625,0.0011734639,0.00021196177,0.0003484598,0.004173695,0.00023613908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013027715,0.002166567,0.001692259,0.0020709075,0.002330801,0.002110215,0.0019342417,0.0037694138,0.037320748],"category_scores_gemma":[0.012242596,0.00073555426,0.0011549384,0.0014945037,0.0012329961,0.002365971,0.0012844409,0.0034595975,0.023081489],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001264357,0.000016871905,0.00009575438,0.00014454743,0.000011520145,0.00051693094,0.000023327415,0.0007619207,0.0003651744,0.0024416703,0.98364615,0.011849657],"study_design_scores_gemma":[0.00006742289,0.00009227127,0.0007968115,0.00021808506,0.000048946426,0.0009005683,0.000093020426,0.006019331,0.0021374447,0.004224697,0.9853189,0.000082450526],"about_ca_topic_score_codex":0.00755422,"about_ca_topic_score_gemma":0.008262493,"teacher_disagreement_score":0.037320748,"about_ca_system_score_codex":0.0018834297,"about_ca_system_score_gemma":0.0020993045,"threshold_uncertainty_score":0.12485039},"labels":[],"label_agreement":null},{"id":"W2892707258","doi":"10.1109/joe.2018.2866317","title":"Reference-Point Algorithms for Active Motion Compensation of Towed Bodies","year":2018,"lang":"en","type":"article","venue":"IEEE Journal of Oceanic Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada; Dalhousie University; Carleton University","keywords":"Winch; Compensation (psychology); Point (geometry); Motion compensation; Control theory (sociology); Motion (physics); Engineering; Computer science; Algorithm; Computer vision; Mathematics; Artificial intelligence; Mechanical engineering; Geometry","score_opus":0.02221150548393173,"score_gpt":0.2463459002737722,"score_spread":0.22413439478984049,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2892707258","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0052379044,0.0001010271,0.99387264,0.000013296927,0.000015125903,0.000014198634,0.0000063851153,0.00024361827,0.0004957765],"genre_scores_gemma":[0.23229152,0.0003428778,0.76434344,0.000025768422,0.000029878951,0.0000863799,0.000100717385,0.000100582045,0.0026788595],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996524,0.000071990435,0.0000201857,0.00006501859,0.00017051538,0.00001995544],"domain_scores_gemma":[0.99924755,0.00026528386,0.0000857978,0.00010326623,0.00028449894,0.000013745555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007015644,0.00062573986,0.00042185467,0.0005201535,0.00033364308,0.0005147331,0.001120831,0.00062186085,0.001987621],"category_scores_gemma":[0.0023138993,0.00022164894,0.0002921305,0.00055531395,0.00033865788,0.00091585424,0.00044633108,0.0008418558,0.00058230973],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019672948,0.000071969676,0.0009708627,0.0001651256,0.000053860145,0.00006108034,0.00026062992,0.27299413,0.043221924,0.01591103,0.0012291161,0.6648635],"study_design_scores_gemma":[0.000030328683,0.0001380267,0.0006061733,0.0000196769,0.000015059274,0.000062931314,0.000029776362,0.9719909,0.019230735,0.0030496283,0.00480277,0.000023995992],"about_ca_topic_score_codex":0.0019070494,"about_ca_topic_score_gemma":0.002361982,"teacher_disagreement_score":0.001987621,"about_ca_system_score_codex":0.0003244631,"about_ca_system_score_gemma":0.00037048408,"threshold_uncertainty_score":0.006649196},"labels":[],"label_agreement":null},{"id":"W2895331643","doi":"","title":"Simulation of Fluid forces in Fuel Bundles","year":2018,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Inertia; Vibration; Mechanics; Fretting; Stiffness; Tube (container); Surface force; Contact force; Bundle; Structural engineering; Materials science; Engineering; Mechanical engineering; Classical mechanics; Physics; Composite material","score_opus":0.009082120703614902,"score_gpt":0.23306016767090662,"score_spread":0.22397804696729173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2895331643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8370523,0.0003016962,0.1357113,0.00034106092,0.0001244323,0.00012304491,0.00047404596,0.00045849202,0.025413673],"genre_scores_gemma":[0.9813493,0.00008815476,0.014141302,0.000023855291,0.000008980386,0.00008284446,0.0001226739,0.00003884516,0.0041439873],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998319,0.0000340469,0.000008831839,0.000023992437,0.00005175496,0.000049479495],"domain_scores_gemma":[0.99959046,0.00021720745,0.0000472409,0.000024928368,0.00007128709,0.000048973925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027111275,0.00045682013,0.00060747867,0.0005524373,0.000660258,0.00077962194,0.0007874423,0.0015550427,0.0027266818],"category_scores_gemma":[0.0012837773,0.00034497303,0.0005283033,0.00043425427,0.00081893377,0.0006020249,0.000761893,0.000504891,0.00024134897],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003685658,0.000028724256,0.00075284217,0.000018119337,0.0000061493815,0.000093388706,0.000049978124,0.9933947,0.002136033,0.0018079873,0.0001015822,0.0015735917],"study_design_scores_gemma":[0.000006035373,0.000011594676,0.00012703662,0.0000026575492,0.0000010352104,0.000007659103,0.000014051169,0.9990096,0.00037773227,0.0002327423,0.00020706726,0.0000027167832],"about_ca_topic_score_codex":0.011521974,"about_ca_topic_score_gemma":0.0048284633,"teacher_disagreement_score":0.011521974,"about_ca_system_score_codex":0.00070591667,"about_ca_system_score_gemma":0.00088467123,"threshold_uncertainty_score":0.02290982},"labels":[],"label_agreement":null},{"id":"W2896388206","doi":"","title":"Nonlinear dynamics of a hanging cantilevered pipe simultaneously subjected to internal and external axial flows","year":2018,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Galerkin method; Nonlinear system; Mechanics; Inviscid flow; Internal flow; Cantilever; Bifurcation; Hydrostatic equilibrium; Discretization; Physics; Flow (mathematics); Equations of motion; Instability; Fluid dynamics; Classical mechanics; Mathematics; Mathematical analysis; Engineering; Structural engineering","score_opus":0.004500871498963625,"score_gpt":0.20959205044792162,"score_spread":0.20509117894895798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896388206","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70752245,0.00018422118,0.28194344,0.0002195554,0.000036074758,0.00007702945,0.000174917,0.00019241677,0.009649978],"genre_scores_gemma":[0.99064076,0.00013833372,0.004397675,0.00001872311,0.00000899418,0.00006263218,0.00006389478,0.000011548337,0.00465747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991596,0.000017522969,0.0000034096443,0.000023503557,0.000027487748,0.000011977718],"domain_scores_gemma":[0.9999039,0.00003387749,0.000024057219,0.000010915798,0.00001618831,0.000011003876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015517548,0.00046435866,0.00036259938,0.00018808593,0.00034147876,0.00038694532,0.000473494,0.00070263364,0.0009414353],"category_scores_gemma":[0.00027839595,0.00016472505,0.000402233,0.00011555955,0.00077072525,0.00038899505,0.0006462134,0.000398372,0.00013256414],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000080600745,0.00005315154,0.0030962997,0.000108033186,0.000031699212,0.000681777,0.00030953326,0.848969,0.13390031,0.0057698423,0.00020854706,0.0067913425],"study_design_scores_gemma":[0.0000044736403,0.000049418788,0.00091043767,0.0000026377593,0.000005271442,0.000035234276,0.000016623017,0.996651,0.0017584467,0.00039676786,0.00016400056,0.000005646664],"about_ca_topic_score_codex":0.0025344219,"about_ca_topic_score_gemma":0.0013603326,"teacher_disagreement_score":0.0025344219,"about_ca_system_score_codex":0.00022545739,"about_ca_system_score_gemma":0.0004273274,"threshold_uncertainty_score":0.005039394},"labels":[],"label_agreement":null},{"id":"W2896695416","doi":"","title":"Control of Resonant Excitation in Piping Systems","year":2018,"lang":"en","type":"article","venue":"e-scholar@UOIT (University of Ontario Institute of Technology)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"Natural Sciences and Engineering Research Council of Canada; University Network of Excellence in Nuclear Engineering; CANDU Owners Group","keywords":"Piping; Acoustics; Resonance (particle physics); Vibration; Noise (video); Transmission (telecommunications); Work (physics); Pipeline (software); Engineering; Mechanical engineering; Computer science; Physics; Electrical engineering","score_opus":0.007059695388959193,"score_gpt":0.17620767428703213,"score_spread":0.16914797889807293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896695416","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55569166,0.00044480382,0.4123608,0.00022379842,0.000099232544,0.0001746517,0.00014516714,0.0028035124,0.028056365],"genre_scores_gemma":[0.98765266,0.000050770126,0.010540366,0.000014913527,0.0000048724096,0.000037783957,0.000018464547,0.000021854083,0.0016584357],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998368,0.000018982098,0.000008626371,0.000052866868,0.000057696212,0.000025029261],"domain_scores_gemma":[0.99981064,0.00007007374,0.000051201274,0.000020842659,0.000027540162,0.00001971088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020362549,0.0002750076,0.0001608394,0.00015583458,0.00024269773,0.00041608873,0.00045590504,0.00016899385,0.0037661865],"category_scores_gemma":[0.00037645534,0.00012861812,0.00007793566,0.00009236915,0.00028291822,0.00024368246,0.0004020237,0.00023670543,0.0003790939],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003073548,0.00014701941,0.0009578563,0.00029106197,0.000011636011,0.00016962546,0.00029306166,0.0638453,0.8421154,0.0075722863,0.0012576033,0.08303172],"study_design_scores_gemma":[0.00009339458,0.000546093,0.0028393182,0.00002625782,0.000019048559,0.000095297495,0.000076716955,0.7823082,0.20141758,0.002595447,0.009942076,0.000040651692],"about_ca_topic_score_codex":0.00068743236,"about_ca_topic_score_gemma":0.0007987573,"teacher_disagreement_score":0.0037661865,"about_ca_system_score_codex":0.00026955266,"about_ca_system_score_gemma":0.0001896818,"threshold_uncertainty_score":0.012599111},"labels":[],"label_agreement":null},{"id":"W2898639517","doi":"10.1061/9780784481837.024","title":"Case Study for Behaviour of Transmission Line Structures under Full-Scale Flow Field of Stockton, Kansas, 2005 Tornado","year":2018,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Tornado; Scale (ratio); Flow (mathematics); Field (mathematics); Computer science; Meteorology; Mathematics; Mechanics; Geography; Cartography; Physics","score_opus":0.011591011524043193,"score_gpt":0.26534144546492905,"score_spread":0.25375043394088587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898639517","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997886,0.0000126056975,0.0008009353,0.000028890854,0.000003469262,0.00002007586,0.00014947602,0.000020509888,0.0010779392],"genre_scores_gemma":[0.9987478,0.000014263873,0.00062136847,0.000005034801,6.7541464e-7,0.000010715217,0.00009189818,0.0000017590057,0.0005063181],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99985886,0.000027801794,0.000008500849,0.000028558623,0.000032529395,0.000043707005],"domain_scores_gemma":[0.9996933,0.00010400855,0.00005529497,0.00003450533,0.00006684059,0.000046124253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022355765,0.00042428882,0.00020045448,0.00035179124,0.0008437358,0.00052768557,0.0005990926,0.0010338121,0.0014668488],"category_scores_gemma":[0.00052553875,0.0002353426,0.00028383033,0.00036179143,0.0005121698,0.00035175472,0.00031740134,0.00028457463,0.00012709708],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042106168,0.00048765398,0.07529276,0.00010428152,0.000054672466,0.00830257,0.00085128413,0.8917436,0.013727158,0.0012113671,0.0016322434,0.006171233],"study_design_scores_gemma":[0.00013698173,0.0010327384,0.09614465,0.000038644845,0.000053692464,0.00085256237,0.0030260612,0.8884803,0.008023665,0.00044034055,0.0016959108,0.00007451298],"about_ca_topic_score_codex":0.061936162,"about_ca_topic_score_gemma":0.09004419,"teacher_disagreement_score":0.061936162,"about_ca_system_score_codex":0.001346967,"about_ca_system_score_gemma":0.00062488375,"threshold_uncertainty_score":0.1231513},"labels":[],"label_agreement":null},{"id":"W2899247987","doi":"10.1115/detc2018-86176","title":"Dynamics of a Tubular Cantilever Simultaneously Subjected to Internal and Partially-Confined External Axial Flows","year":2018,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"McGill University","keywords":"Heaviside step function; Cantilever; Discontinuity (linguistics); Mechanics; Instability; Flow (mathematics); Physics; Classical mechanics; Mathematics; Mathematical analysis; Structural engineering; Engineering","score_opus":0.004385262598160752,"score_gpt":0.20487552001524584,"score_spread":0.2004902574170851,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899247987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97412497,0.000087003034,0.023744896,0.000083520674,0.000015321297,0.00001080524,0.000024699215,0.000041255695,0.0018674706],"genre_scores_gemma":[0.9968466,0.000063062595,0.0017992302,0.000015957346,0.0000043900077,0.0000147902,0.00002524324,0.0000052653972,0.001225429],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993455,0.00000773261,0.00000239155,0.000016277743,0.00002254239,0.000016489661],"domain_scores_gemma":[0.9999095,0.000024069861,0.000018069406,0.000009740297,0.000018410212,0.000020185771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015625135,0.00019788266,0.00038901248,0.00013627029,0.00041383042,0.00031798834,0.00029206983,0.0004795328,0.0010268042],"category_scores_gemma":[0.0002840133,0.00012056649,0.00026802017,0.00009136261,0.0007712829,0.00030733758,0.0005716065,0.00020505655,0.000094567076],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027522727,0.000060556642,0.0064003095,0.00014283016,0.000058823014,0.0018740012,0.00078829913,0.18627155,0.78404486,0.006919091,0.00032867843,0.01283571],"study_design_scores_gemma":[0.000026309173,0.00038071317,0.010781645,0.000017248663,0.000028634971,0.00027972832,0.00038055403,0.9517133,0.033594333,0.0015423584,0.0012155607,0.00003962555],"about_ca_topic_score_codex":0.0012280148,"about_ca_topic_score_gemma":0.0009622767,"teacher_disagreement_score":0.0012280148,"about_ca_system_score_codex":0.00019765277,"about_ca_system_score_gemma":0.00032894503,"threshold_uncertainty_score":0.0034350157},"labels":[],"label_agreement":null},{"id":"W2899379116","doi":"10.1115/detc2018-86179","title":"An Investigation Into the Dynamics of a Pipe Aspirating Fluid","year":2018,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Flutter; Mechanics; Cantilever; Oscillation (cell signaling); Fluid dynamics; Bernoulli's principle; Flow velocity; Galerkin method; Flow (mathematics); Materials science; Physics; Engineering; Structural engineering; Finite element method; Aerodynamics; Chemistry; Thermodynamics","score_opus":0.007425976440756239,"score_gpt":0.21616228817168598,"score_spread":0.20873631173092974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899379116","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98066276,0.00009173782,0.017703203,0.00003585912,0.0000071157206,0.000014843085,0.000024203524,0.000043103028,0.0014171437],"genre_scores_gemma":[0.9972766,0.000043097585,0.0020408945,0.0000059050926,0.0000017998525,0.0000072971175,0.00002059068,0.0000035158537,0.00060037675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999943,0.000006446982,0.000001977807,0.000012100134,0.00002433372,0.000012089338],"domain_scores_gemma":[0.9999205,0.000028778157,0.000016194492,0.0000064138076,0.000016134833,0.000012060897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010044698,0.00019498523,0.00021995966,0.00017671954,0.00022833789,0.00024170984,0.00022675109,0.00034656652,0.0008285306],"category_scores_gemma":[0.00026624347,0.0001079155,0.00020389243,0.000091592556,0.0005279185,0.00024752558,0.00029289132,0.00018733977,0.00008500115],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017677624,0.000071700044,0.0065332786,0.00008564563,0.000018229268,0.0010435564,0.00047112512,0.07613913,0.89957076,0.0023428085,0.00017071582,0.013376287],"study_design_scores_gemma":[0.00002041951,0.00068236585,0.015173124,0.000021906726,0.000014878945,0.00036748563,0.00027926572,0.89430314,0.086628675,0.0006629649,0.0018104092,0.00003542639],"about_ca_topic_score_codex":0.0011472295,"about_ca_topic_score_gemma":0.0005386693,"teacher_disagreement_score":0.0011472295,"about_ca_system_score_codex":0.00016926463,"about_ca_system_score_gemma":0.00026326193,"threshold_uncertainty_score":0.0027717352},"labels":[],"label_agreement":null},{"id":"W2899452586","doi":"10.1115/detc2018-85066","title":"Hybrid Control of Rotating Beams Using Pattern Search Based Optimization Technique","year":2018,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"University of Manitoba","keywords":"Control theory (sociology); Actuator; Controller (irrigation); Vibration; Vibration control; Combing; Constrained-layer damping; Engineering; Computer science; Materials science; Acoustics; Control (management); Physics","score_opus":0.00916357899053319,"score_gpt":0.23118633277915154,"score_spread":0.22202275378861835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899452586","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06380953,0.00023179686,0.9321415,0.0000681143,0.000032333854,0.000050915714,0.000019002511,0.00028018976,0.0033665847],"genre_scores_gemma":[0.86811584,0.00012889349,0.12760085,0.00006147443,0.000016097716,0.00021114583,0.00003718205,0.000026587462,0.0038018217],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998859,0.000024778994,0.000006043779,0.000028119706,0.00004247318,0.00001269223],"domain_scores_gemma":[0.99989724,0.00003885578,0.000025321773,0.000008723939,0.000024763352,0.000005099156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002536294,0.00045474726,0.00041517883,0.00016458295,0.00013649253,0.00034880225,0.00038687154,0.00038358258,0.00094630494],"category_scores_gemma":[0.00030930055,0.00022923575,0.00025242657,0.00021004985,0.00027271567,0.00024705636,0.000308918,0.00022435113,0.0001514885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017905814,0.00009301772,0.0004124258,0.000112312875,0.00008498828,0.00007871706,0.00006155571,0.8124603,0.06221136,0.0052199843,0.0006773695,0.11840889],"study_design_scores_gemma":[0.000018817842,0.00009560901,0.0001464689,0.0000021540438,0.000005629605,0.000013492001,0.000002518522,0.99671316,0.002381321,0.00032506426,0.00029239588,0.000003427997],"about_ca_topic_score_codex":0.001602175,"about_ca_topic_score_gemma":0.0017059719,"teacher_disagreement_score":0.001602175,"about_ca_system_score_codex":0.0001823633,"about_ca_system_score_gemma":0.0002996669,"threshold_uncertainty_score":0.0031856894},"labels":[],"label_agreement":null},{"id":"W2899517127","doi":"10.1115/detc2018-86078","title":"Coupled Bending, Torsion and Axial Vibrations of a Cable-Harnessed Beam With Periodic Wrapping Pattern","year":2018,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Vibration; Torsion (gastropod); Boundary value problem; Diagonal; Beam (structure); Natural frequency; Finite element method; Strain energy; Normal mode; Homogenization (climate); Differential equation; Physics; Structural engineering; Timoshenko beam theory; Constant coefficients; Mechanics; Mathematical analysis; Mathematics; Geometry; Acoustics; Optics; Engineering","score_opus":0.0059996477797110105,"score_gpt":0.19682696788943074,"score_spread":0.19082732010971973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899517127","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4081681,0.0004226662,0.5728207,0.00012758406,0.00005702028,0.000047174737,0.00017317722,0.00015649004,0.018026978],"genre_scores_gemma":[0.97524536,0.00020840557,0.01370047,0.000033444507,0.00001237703,0.000070375834,0.00007105765,0.000020265958,0.010638328],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998733,0.000030129882,0.000004213981,0.000034198267,0.000044445078,0.000013733244],"domain_scores_gemma":[0.9999305,0.000020956199,0.000015888814,0.000012670687,0.000011521147,0.000008491126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013469356,0.0003606497,0.00034897603,0.0002401968,0.00016637016,0.00034505824,0.0006822285,0.0006845702,0.001762404],"category_scores_gemma":[0.00019457478,0.00022560835,0.0003813517,0.00022468441,0.0005620069,0.00049530127,0.000475845,0.0002333914,0.0002533114],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018284055,0.00012999013,0.0023319998,0.00015126605,0.000087340355,0.0010190007,0.0002733065,0.84651816,0.10206038,0.030037554,0.00053428515,0.016673893],"study_design_scores_gemma":[0.000011482546,0.000057101865,0.0006011541,0.000005909722,0.000010233057,0.00008788132,0.00003367452,0.9946074,0.0021444338,0.0019430575,0.00048995327,0.000007724906],"about_ca_topic_score_codex":0.0010874755,"about_ca_topic_score_gemma":0.0009779126,"teacher_disagreement_score":0.001762404,"about_ca_system_score_codex":0.00020545718,"about_ca_system_score_gemma":0.0002632062,"threshold_uncertainty_score":0.0058957934},"labels":[],"label_agreement":null},{"id":"W2900732117","doi":"10.1115/1.4042042","title":"Analytical Study of Coupling Effects for Vibrations of Cable-Harnessed Beam Structures","year":2018,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Timoshenko beam theory; Vibration; Finite element method; Beam (structure); Coupling (piping); Physics; Euler's formula; Structural engineering; Mechanics; Mathematical analysis; Mathematics; Engineering; Acoustics; Mechanical engineering","score_opus":0.01014024151599312,"score_gpt":0.2592127630190704,"score_spread":0.2490725215030773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900732117","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38470376,0.00067487656,0.596698,0.00014577576,0.000036756544,0.00005529226,0.000050499828,0.00016362242,0.017471373],"genre_scores_gemma":[0.99000484,0.00025393907,0.0066972156,0.0000150467185,0.00000906096,0.000028272394,0.000015465761,0.000028626318,0.002947504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982077,0.00004525676,0.0000046579034,0.00002854373,0.00008071875,0.000020129157],"domain_scores_gemma":[0.99976987,0.00009625039,0.0000638425,0.00002179234,0.00003362368,0.000014646586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024801458,0.00051499344,0.00031287523,0.00037377034,0.00022256232,0.0003466227,0.00057848915,0.00059127284,0.0014472427],"category_scores_gemma":[0.0009882367,0.0002892993,0.00040504735,0.00025024236,0.00056820264,0.00058506464,0.00055274094,0.0004362485,0.00021079059],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047147772,0.000065843364,0.0014374123,0.000092527494,0.000031027073,0.0003873653,0.00025487843,0.92903477,0.039486326,0.019745091,0.00017472141,0.009242846],"study_design_scores_gemma":[0.0000023228492,0.000023554347,0.0003233111,0.0000045787856,0.000004784069,0.000042371266,0.000018371455,0.9975067,0.00088415615,0.0009523508,0.00023353967,0.0000039594624],"about_ca_topic_score_codex":0.0012899775,"about_ca_topic_score_gemma":0.0009685474,"teacher_disagreement_score":0.0014472427,"about_ca_system_score_codex":0.00031103604,"about_ca_system_score_gemma":0.00034161322,"threshold_uncertainty_score":0.004841447},"labels":[],"label_agreement":null},{"id":"W2901260709","doi":"10.1115/dscc2018-9015","title":"Experimental and Numerical Analysis of a Sandwich Beam With Tip Mass","year":2018,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Equations of motion; Quadrature (astronomy); Boundary value problem; Vibration; Parametric statistics; Natural frequency; Beam (structure); Nyström method; Numerical analysis; Differential equation; Timoshenko beam theory; Hamilton's principle; Mathematical analysis; Physics; Mathematics; Structural engineering; Classical mechanics; Engineering; Acoustics; Optics","score_opus":0.004717558557375651,"score_gpt":0.21555274566617574,"score_spread":0.2108351871088001,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901260709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9776774,0.00019511305,0.020041184,0.00008549576,0.000037492766,0.000026892561,0.000095475974,0.00010223032,0.0017386905],"genre_scores_gemma":[0.9843613,0.00009758116,0.014476238,0.000023268205,0.000007906483,0.000031570933,0.000057011755,0.000008918562,0.00093619904],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996958,0.000037597212,0.00001519924,0.000046929377,0.0001649345,0.000039519706],"domain_scores_gemma":[0.999268,0.00028920564,0.00007561451,0.0001244786,0.00020003288,0.000042679563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074737176,0.00032713832,0.00035390255,0.00031710707,0.000354733,0.00021413383,0.0004489892,0.00077180937,0.0023764533],"category_scores_gemma":[0.00073360535,0.00017557992,0.00024054239,0.0002729222,0.0004914428,0.0002898965,0.0004054696,0.0003054584,0.00027002592],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019547125,0.00009266541,0.0014232639,0.00008392557,0.000010537568,0.00016249997,0.00016389541,0.0066688973,0.9834473,0.000533425,0.00015927035,0.0070587685],"study_design_scores_gemma":[0.00007422226,0.0022196935,0.023903131,0.0000433537,0.000042477554,0.00042340634,0.00034325948,0.21060795,0.759969,0.00054787257,0.001757713,0.00006782685],"about_ca_topic_score_codex":0.00034261536,"about_ca_topic_score_gemma":0.00040351538,"teacher_disagreement_score":0.0023764533,"about_ca_system_score_codex":0.00013348606,"about_ca_system_score_gemma":0.00013369777,"threshold_uncertainty_score":0.0079500675},"labels":[],"label_agreement":null},{"id":"W2902111768","doi":"10.1115/1.4042134","title":"Deployment of a Membrane Attached to Two Axially Moving Beams","year":2018,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Equations of motion; Axial symmetry; Boundary value problem; Physics; Galerkin method; Mechanics; Classical mechanics; Coordinate system; Discretization; Mathematical analysis; Mathematics; Geometry; Finite element method","score_opus":0.008381050936579353,"score_gpt":0.231651030070925,"score_spread":0.22326997913434565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902111768","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9579095,0.000091728405,0.03442057,0.00021215393,0.000057350244,0.000028090353,0.000073833675,0.000094580544,0.0071121654],"genre_scores_gemma":[0.9928711,0.000062364685,0.004693185,0.00001718236,0.0000032688974,0.000015778656,0.000041714626,0.0000058227733,0.002289555],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998926,0.00002008048,0.000004853447,0.00001877492,0.000024024483,0.000039623123],"domain_scores_gemma":[0.9998505,0.000027972837,0.000024542047,0.00002723891,0.000017638546,0.000052013173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018095596,0.00033378307,0.00033608708,0.00019576297,0.00060104055,0.00053891016,0.0005307566,0.0007718873,0.002188215],"category_scores_gemma":[0.00037917646,0.00022796917,0.00025467575,0.00015844076,0.0006176573,0.00042517696,0.0014936115,0.00045300042,0.0004528616],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00093963277,0.00016407855,0.01211859,0.00024394624,0.00008237171,0.0061641196,0.0010764546,0.6418299,0.2792765,0.019444427,0.001454665,0.037205283],"study_design_scores_gemma":[0.000046984656,0.0005412883,0.004612063,0.00003207717,0.000019846062,0.00035266904,0.0006194031,0.9742313,0.015781665,0.0014706826,0.0022492344,0.000042667805],"about_ca_topic_score_codex":0.002441075,"about_ca_topic_score_gemma":0.0012644551,"teacher_disagreement_score":0.002441075,"about_ca_system_score_codex":0.0003230251,"about_ca_system_score_gemma":0.00046407676,"threshold_uncertainty_score":0.007320285},"labels":[],"label_agreement":null},{"id":"W2907038616","doi":"10.2514/1.j056615","title":"Continuum Modeling of Nonperiodic String-Harnessed Structures: Perturbation Theory and Experiments","year":2019,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Air Force Office of Scientific Research; Natural Sciences and Engineering Research Council of Canada; U.S. Air Force","keywords":"Vibration; Classical mechanics; Physics; Equations of motion; Perturbation (astronomy); Stiffness; Mechanics; Timoshenko beam theory; Homogenization (climate); Transverse plane; Added mass; Structural engineering; Statistical physics; Mathematical analysis; Mathematics; Engineering; Acoustics","score_opus":0.0060708056155940274,"score_gpt":0.2117547063771787,"score_spread":0.20568390076158466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2907038616","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85276306,0.0003783712,0.13051844,0.00034065734,0.000039836676,0.00009886366,0.00015260288,0.00022944219,0.01547863],"genre_scores_gemma":[0.9895654,0.00017890024,0.008290772,0.000020159028,0.000006349917,0.00004912827,0.000041384756,0.000015308417,0.001832557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998386,0.000045973244,0.000006621634,0.000022575141,0.00006648409,0.00001970008],"domain_scores_gemma":[0.99974245,0.00013462346,0.000037340113,0.000039923176,0.000027829596,0.000017850374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033759268,0.00029994242,0.0003547267,0.00031189778,0.00026834977,0.00050720054,0.0005653148,0.0008453272,0.0010702799],"category_scores_gemma":[0.00053616316,0.00017532463,0.00020611074,0.00033283076,0.0008106144,0.000595291,0.00045647795,0.00045341108,0.00019351517],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014184986,0.00023352187,0.0014701664,0.00008166388,0.000013284266,0.0002929783,0.0002521554,0.92011786,0.060727786,0.008581865,0.00031766272,0.007769148],"study_design_scores_gemma":[0.000005555409,0.000042311414,0.00038948262,0.0000047245317,0.0000014606998,0.000013410469,0.000024320536,0.9955041,0.0030852098,0.00076543156,0.00015930014,0.0000047575836],"about_ca_topic_score_codex":0.0007685906,"about_ca_topic_score_gemma":0.0003903474,"teacher_disagreement_score":0.0010702799,"about_ca_system_score_codex":0.00034042692,"about_ca_system_score_gemma":0.00021934122,"threshold_uncertainty_score":0.003580451},"labels":[],"label_agreement":null},{"id":"W2907996771","doi":"","title":"Mark Puchala : le fil conducteur","year":2017,"lang":"fr","type":"article","venue":"Érudit (Université de Montréal)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer science","score_opus":0.0058804951631788865,"score_gpt":0.15706564909531745,"score_spread":0.15118515393213855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2907996771","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0056829304,0.010693691,0.002475742,0.08412023,0.018622717,0.000060068312,0.00021624893,0.0005798535,0.8775486],"genre_scores_gemma":[0.024273617,0.0019788027,0.00043171915,0.0032291748,0.0011245871,0.00002762528,0.000048103637,0.00022859187,0.96865785],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99826425,0.00030781233,0.000045436496,0.00029154067,0.0007576535,0.00033329905],"domain_scores_gemma":[0.9981229,0.00028315993,0.00011002221,0.0001643913,0.0008577896,0.00046173812],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010268937,0.0006588811,0.0003487319,0.0012795732,0.010198248,0.011238524,0.00076705584,0.003676987,0.0940093],"category_scores_gemma":[0.0044924496,0.00035745525,0.00026966754,0.0009039286,0.003686455,0.0061979694,0.003467275,0.0047406596,0.03214324],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005235708,0.000015905482,0.0005543213,0.00009284937,0.0000038635835,0.0002846617,0.0051030517,0.000052531628,0.00046471058,0.11922106,0.8228934,0.051261365],"study_design_scores_gemma":[0.0000010324364,0.0000034963734,0.00012870686,0.000046944577,8.026404e-7,0.00007288739,0.0010445791,0.000019752919,0.00013550869,0.0011444723,0.9973974,0.0000045148586],"about_ca_topic_score_codex":0.030618904,"about_ca_topic_score_gemma":0.052938968,"teacher_disagreement_score":0.0940093,"about_ca_system_score_codex":0.008327789,"about_ca_system_score_gemma":0.006932382,"threshold_uncertainty_score":0.31449246},"labels":[],"label_agreement":null},{"id":"W2915637875","doi":"10.2316/j.2019.201-0013","title":"DECENTRALIZED CONTROL FOR STABILIZATION OF COUPLED PENDULUMS USING H∞ BASED INTEGRAL SLIDING MODE CONTROL","year":2019,"lang":"en","type":"article","venue":"Mechatronic systems and control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Control theory (sociology); Integral sliding mode; Sliding mode control; Control (management); Mode (computer interface); Control engineering; Computer science; Physics; Engineering; Nonlinear system; Artificial intelligence; Operating system","score_opus":0.007121503128916532,"score_gpt":0.21516515003415584,"score_spread":0.2080436469052393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2915637875","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.061100706,0.0003856687,0.9301574,0.00023015334,0.00019045477,0.000057035984,0.00004079857,0.0006395822,0.0071981526],"genre_scores_gemma":[0.9851332,0.00014678929,0.012028584,0.00003995925,0.00005327008,0.00007615597,0.00003439362,0.000020536858,0.0024670227],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971646,0.000057145808,0.000015122274,0.00007543858,0.00009204005,0.000043777032],"domain_scores_gemma":[0.99971086,0.000086911794,0.00005787879,0.00002964208,0.00008987374,0.00002482399],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053349347,0.0006112462,0.00071393687,0.00031019235,0.0006638318,0.0008264931,0.00078651315,0.00050510326,0.0022581243],"category_scores_gemma":[0.0008353267,0.00028203917,0.0004457652,0.0003125026,0.0006389548,0.0005222146,0.0010704292,0.00075462356,0.00035811865],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005747126,0.00030181368,0.00068895495,0.0005782851,0.00015957488,0.00033586417,0.00045448184,0.73178303,0.073258944,0.027982144,0.0036592493,0.16022293],"study_design_scores_gemma":[0.00006463316,0.00035895617,0.00035867727,0.000010971223,0.000018533787,0.000030943913,0.000019607342,0.9910953,0.0025961346,0.00430995,0.001127132,0.0000092430855],"about_ca_topic_score_codex":0.0015487913,"about_ca_topic_score_gemma":0.0019313296,"teacher_disagreement_score":0.0022581243,"about_ca_system_score_codex":0.0004056619,"about_ca_system_score_gemma":0.0005465569,"threshold_uncertainty_score":0.0075541735},"labels":[],"label_agreement":null},{"id":"W2920806118","doi":"10.1139/cjce-2018-0502","title":"Nonlinear dynamic analysis of a Stockbridge damper","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Nonlinear system; Damper; Shaker; Structural engineering; Finite element method; Beam (structure); Vibration; Cantilever; Curvature; Mathematical model; Stiffness; Engineering; Mechanics; Mathematics; Physics; Acoustics; Geometry","score_opus":0.0031496864642252495,"score_gpt":0.17559823484916648,"score_spread":0.17244854838494122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2920806118","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92257273,0.00015661283,0.07036676,0.0000978295,0.000014522625,0.000045328983,0.000079466816,0.00015657296,0.006510172],"genre_scores_gemma":[0.9936167,0.00006965589,0.0029884295,0.000010228168,0.000002124791,0.000023240464,0.00003308874,0.0000069917614,0.0032494736],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991846,0.000015946975,0.0000034523193,0.000015164037,0.00003748081,0.000009542538],"domain_scores_gemma":[0.99991786,0.000029989149,0.000017420729,0.000007871782,0.000020934143,0.000005877077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017875795,0.00028774785,0.00021041046,0.00028234994,0.00019969771,0.00032446926,0.00032599884,0.00047687322,0.0017989761],"category_scores_gemma":[0.00032568444,0.00013597615,0.00019933608,0.00010558219,0.00033219167,0.00025572564,0.00021575986,0.00019370827,0.00023118574],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014379289,0.00009021752,0.004832622,0.00018329702,0.000031335436,0.00064726,0.0005838644,0.80793244,0.16674621,0.003274787,0.0003028341,0.015231303],"study_design_scores_gemma":[0.0000067439664,0.000071506096,0.0015409192,0.000005832716,0.00000427225,0.00003429346,0.000048013102,0.9929876,0.004728997,0.00012503016,0.0004419951,0.0000048552783],"about_ca_topic_score_codex":0.0055462127,"about_ca_topic_score_gemma":0.003747955,"teacher_disagreement_score":0.0055462127,"about_ca_system_score_codex":0.0003608557,"about_ca_system_score_gemma":0.00033321997,"threshold_uncertainty_score":0.011027873},"labels":[],"label_agreement":null},{"id":"W2921418856","doi":"10.1007/s00493-018-3708-2","title":"The Minimally Non-Ideal Binary Clutters with a Triangle","year":2019,"lang":"en","type":"article","venue":"COMBINATORICA","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Mathematics; Ideal (ethics); Combinatorics; Binary number; Discrete mathematics; Arithmetic; Epistemology","score_opus":0.0030253145988220586,"score_gpt":0.17572052417320796,"score_spread":0.17269520957438592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921418856","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3670845,0.00074095157,0.42287603,0.0016636485,0.00052085915,0.000079466154,0.00046868672,0.00054353965,0.20602243],"genre_scores_gemma":[0.936106,0.00028497318,0.0368673,0.00036881457,0.00034340925,0.00006227055,0.00030261095,0.00020474433,0.025459899],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9987041,0.00030068934,0.000069643684,0.00027441277,0.00041417158,0.0002369194],"domain_scores_gemma":[0.9982907,0.0006633982,0.00024248734,0.0002156801,0.00024743582,0.0003402645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000713182,0.0007412283,0.0008743386,0.002541614,0.0024359378,0.004038279,0.0010684258,0.0009840427,0.012797071],"category_scores_gemma":[0.0043087676,0.0006286959,0.0006583601,0.0015944602,0.003187137,0.0037118646,0.0028963084,0.0020442235,0.0015339507],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050589097,0.000010382867,0.00019657529,0.000023269842,0.0000036501765,0.000077970566,0.0001530321,0.00081744994,0.00085352873,0.9934638,0.0009848037,0.003364808],"study_design_scores_gemma":[0.000015233758,0.000022479751,0.00033369716,0.000018140465,0.000006120583,0.00036730693,0.0001795644,0.00840477,0.0010376333,0.984544,0.0050511286,0.000019816263],"about_ca_topic_score_codex":0.0009914048,"about_ca_topic_score_gemma":0.0006429618,"teacher_disagreement_score":0.012797071,"about_ca_system_score_codex":0.00078928325,"about_ca_system_score_gemma":0.00045875346,"threshold_uncertainty_score":0.04281044},"labels":[],"label_agreement":null},{"id":"W2922361457","doi":"10.5539/mas.v13n4p24","title":"Forced Vibration Numerical Analysis of Reticulate Systems by Dynamic Finite Element Method","year":2019,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Vibration; Rigidity (electromagnetism); Displacement (psychology); Damping matrix; Mixed finite element method; Extended finite element method; Inertia; Stiffness matrix; Computer science; Structural engineering; Physics; Classical mechanics; Acoustics; Engineering","score_opus":0.005127511362691952,"score_gpt":0.2327277808513918,"score_spread":0.22760026948869985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2922361457","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.027956204,0.00019592792,0.96543425,0.000060758597,0.000030623185,0.000031443196,0.00004952454,0.00023815304,0.0060030837],"genre_scores_gemma":[0.68717545,0.00038628795,0.30454105,0.000048042155,0.000029933186,0.00021220637,0.0001484252,0.00014021157,0.0073184213],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973565,0.00006531462,0.000010831093,0.000033373635,0.00013130312,0.000023465256],"domain_scores_gemma":[0.9997004,0.00013599903,0.000029454295,0.000036388825,0.00008691346,0.000010878309],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003664262,0.00035161906,0.0005263396,0.00045779024,0.0002981608,0.00036168986,0.0006997925,0.0007343083,0.0032006467],"category_scores_gemma":[0.0009909978,0.00021822126,0.00040927652,0.0002489176,0.0004143213,0.00053848576,0.00044745402,0.00039837556,0.00059725053],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003242974,0.000029283048,0.00049948314,0.0001233294,0.000020245761,0.00009323278,0.00010271757,0.9273038,0.023153206,0.02047871,0.00046622643,0.027697278],"study_design_scores_gemma":[0.000002747382,0.00001136081,0.00009048688,0.0000049168507,0.0000020656275,0.000021822629,0.000005353708,0.9968778,0.001085106,0.0011040582,0.00079071685,0.0000035257037],"about_ca_topic_score_codex":0.0017441023,"about_ca_topic_score_gemma":0.0010344599,"teacher_disagreement_score":0.0032006467,"about_ca_system_score_codex":0.00027680953,"about_ca_system_score_gemma":0.00048701913,"threshold_uncertainty_score":0.010707259},"labels":[],"label_agreement":null},{"id":"W2926085191","doi":"10.1139/cjce-2018-0040","title":"In-plane free vibrations of multi-span transmission lines","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Chongqing Science and Technology Commission; National Natural Science Foundation of China","keywords":"Span (engineering); Vibration; Conductor; Natural frequency; Chord (peer-to-peer); Electric power transmission; Moment of inertia; Transmission line; Structural engineering; Physics; Mathematical analysis; Mathematics; Mechanics; Geometry; Engineering; Acoustics; Classical mechanics; Computer science","score_opus":0.0059011789781787,"score_gpt":0.18254063901232592,"score_spread":0.1766394600341472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2926085191","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09075023,0.00031455667,0.8950335,0.00006780697,0.00003845131,0.000023759125,0.00005150141,0.00013406602,0.013586146],"genre_scores_gemma":[0.93927395,0.0004489815,0.052092303,0.000017689275,0.000025561283,0.00003440145,0.00005703561,0.00003817289,0.008011938],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99991596,0.00001597284,0.0000033445726,0.00002212797,0.000033859746,0.000008702622],"domain_scores_gemma":[0.99993336,0.000015891344,0.000015220667,0.000010556479,0.000019970721,0.000004939736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000103544415,0.00033603742,0.00015686834,0.00031634912,0.00019391543,0.00026563217,0.00040853588,0.00027888874,0.0022033846],"category_scores_gemma":[0.0002460017,0.00015538975,0.0002301966,0.00015176044,0.00038290065,0.0004526025,0.0002496154,0.00027778588,0.00027159005],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008991168,0.000065318694,0.003097962,0.0002963883,0.000029947201,0.0005997837,0.00069765263,0.48388958,0.19258316,0.22412299,0.0017700203,0.09275736],"study_design_scores_gemma":[0.000005625066,0.000052162985,0.0009785664,0.000016115202,0.000005098703,0.0002604041,0.00008415712,0.9764113,0.00682496,0.012278198,0.003069759,0.000013713769],"about_ca_topic_score_codex":0.00057805894,"about_ca_topic_score_gemma":0.00046826783,"teacher_disagreement_score":0.0022033846,"about_ca_system_score_codex":0.00019089195,"about_ca_system_score_gemma":0.00015391158,"threshold_uncertainty_score":0.0073710084},"labels":[],"label_agreement":null},{"id":"W2930169563","doi":"10.1007/s42417-019-00092-6","title":"Numerical Computation for the Inertial Coupling Vibration System Using PL Method","year":2019,"lang":"en","type":"article","venue":"Journal of Vibration Engineering & Technologies","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"Southwest Petroleum University; National Natural Science Foundation of China","keywords":"Computation; Inertial frame of reference; Laplace transform; Numerical analysis; Coupling (piping); Piecewise; Reliability (semiconductor); Vibration; Computer science; Computer simulation; Applied mathematics; Control theory (sociology); Mathematics; Algorithm; Mathematical analysis; Classical mechanics; Engineering; Simulation; Physics; Acoustics; Mechanical engineering","score_opus":0.01073065614861257,"score_gpt":0.24560213734845826,"score_spread":0.2348714811998457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2930169563","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.067169115,0.00027367088,0.9165027,0.00029698928,0.00015354648,0.000076942524,0.0001042972,0.0004913375,0.014931275],"genre_scores_gemma":[0.8021859,0.00021500263,0.1875163,0.00010480009,0.00007402241,0.00016590556,0.000118615295,0.00017311306,0.009446385],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998816,0.000028898072,0.0000068391487,0.00001609652,0.000048700826,0.000017845165],"domain_scores_gemma":[0.99963546,0.00014973666,0.000038576287,0.00003348148,0.00011429243,0.000028472761],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037357688,0.0003386779,0.0004310304,0.00043511635,0.00053405593,0.00047084907,0.0007352354,0.0008347509,0.006180916],"category_scores_gemma":[0.0012500468,0.00025155922,0.00039393388,0.00039738617,0.00046864088,0.0005554328,0.0006184148,0.0005848812,0.000651674],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011303471,0.00008329024,0.0014655603,0.00020315536,0.000034175955,0.0002480311,0.00013425958,0.921055,0.011778567,0.02048071,0.0012769885,0.043127164],"study_design_scores_gemma":[0.0000081755625,0.000011239694,0.000120252036,0.0000036799643,0.0000020103462,0.000012549731,0.000009671276,0.99857926,0.0003289918,0.0006127963,0.00030868273,0.0000026660155],"about_ca_topic_score_codex":0.0053108097,"about_ca_topic_score_gemma":0.0036067339,"teacher_disagreement_score":0.006180916,"about_ca_system_score_codex":0.00030396375,"about_ca_system_score_gemma":0.00074306567,"threshold_uncertainty_score":0.020677209},"labels":[],"label_agreement":null},{"id":"W2936107965","doi":"10.1139/tcsme-2018-0247","title":"Analysis of material motion characteristics of vertical nonlinear synchronous vibration dryer","year":2019,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Excitation; Nonlinear system; Displacement (psychology); Correctness; Mechanical engineering; Synchronization (alternating current); Motion (physics); Computer science; Engineering; Acoustics; Physics; Electrical engineering","score_opus":0.00421420420552701,"score_gpt":0.17941398025930036,"score_spread":0.17519977605377335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2936107965","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9754372,0.00010914192,0.022722762,0.00003357734,0.000006171087,0.000014048335,0.00007191887,0.00009417194,0.0015109328],"genre_scores_gemma":[0.9965424,0.000042368716,0.002417027,0.000007687353,0.0000019207296,0.000006938357,0.00005431567,0.000011644909,0.00091563177],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998714,0.000009003115,0.0000048832335,0.000033376098,0.0000669131,0.000014486713],"domain_scores_gemma":[0.9997415,0.000108800676,0.00006246306,0.000020395897,0.000056275738,0.0000106484795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015763154,0.00013364412,0.00015447057,0.00028022862,0.00011061087,0.00015513157,0.00020419301,0.00021952619,0.0014308596],"category_scores_gemma":[0.0004192976,0.000104027065,0.00014670353,0.00019792662,0.00016031651,0.00024526234,0.00010466139,0.00013282694,0.0001330531],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027445663,0.000025302306,0.0043601627,0.000109588655,0.000011662865,0.00015390836,0.00018983571,0.005407898,0.95940393,0.00031982412,0.00017431506,0.02956914],"study_design_scores_gemma":[0.00005723325,0.0013048981,0.20871338,0.00002787047,0.00006558233,0.00059201283,0.0004672055,0.21914507,0.564596,0.0004567199,0.004511999,0.000062076826],"about_ca_topic_score_codex":0.0005938842,"about_ca_topic_score_gemma":0.00065930636,"teacher_disagreement_score":0.0014308596,"about_ca_system_score_codex":0.0001844726,"about_ca_system_score_gemma":0.0000852237,"threshold_uncertainty_score":0.00478673},"labels":[],"label_agreement":null},{"id":"W2937412178","doi":"10.2316/j.2019.201-2947","title":"PID CONTROLLER DESIGN FOR DECENTRALIZED TITO PROCESS USING MODIFIED DIFFERENTIAL EVOLUTION ALGORITHM","year":2019,"lang":"en","type":"article","venue":"Mechatronic systems and control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"PID controller; Differential evolution; Control theory (sociology); Differential (mechanical device); Process (computing); Computer science; Controller (irrigation); Control engineering; Algorithm; Engineering; Control (management); Artificial intelligence; Biology; Operating system; Temperature control","score_opus":0.009601030419716439,"score_gpt":0.21428776615315195,"score_spread":0.20468673573343552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2937412178","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016559819,0.00035312166,0.97369856,0.000119435594,0.0001142495,0.00008126706,0.000030273275,0.0003131982,0.008730036],"genre_scores_gemma":[0.9261019,0.00032846123,0.06612148,0.00007453013,0.00005149187,0.00023756569,0.000071622584,0.00004158612,0.006971323],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997662,0.000034972403,0.000014476558,0.00006723361,0.00008827726,0.00002884845],"domain_scores_gemma":[0.99977857,0.00006118258,0.000039706665,0.000016695676,0.00009145331,0.000012474373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000430193,0.0004710684,0.00086567865,0.00026302156,0.0005504999,0.0011011903,0.00078453217,0.00068888575,0.002758336],"category_scores_gemma":[0.00069474336,0.0002620019,0.00044190622,0.00030179028,0.00041315146,0.0003483347,0.00061417534,0.00062265113,0.0004996391],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024549064,0.000095744006,0.0008008203,0.0003798464,0.000077192926,0.00021796669,0.00016550245,0.840162,0.027544143,0.012701185,0.001593327,0.116016805],"study_design_scores_gemma":[0.000026713395,0.000087026485,0.00016109609,0.0000074475365,0.000011157442,0.000027077638,0.000008318848,0.996176,0.0016877244,0.0007182319,0.0010823956,0.000006843133],"about_ca_topic_score_codex":0.0028125073,"about_ca_topic_score_gemma":0.0023178824,"teacher_disagreement_score":0.0028125073,"about_ca_system_score_codex":0.00037797142,"about_ca_system_score_gemma":0.0008232716,"threshold_uncertainty_score":0.009227514},"labels":[],"label_agreement":null},{"id":"W2945681869","doi":"10.2514/6.2019-2702","title":"A mode-matching model for the impedance of perforated plate liners","year":2019,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"Agence Nationale de la Recherche","keywords":"Dissipation; Finite element method; Mode (computer interface); Mechanics; Compressibility; Matching (statistics); Electrical impedance; Viscosity; Aperture (computer memory); Acoustics; Structural engineering; Computer science; Engineering; Mathematics; Materials science; Physics; Electrical engineering","score_opus":0.017120763137101595,"score_gpt":0.25427550613883737,"score_spread":0.23715474300173578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945681869","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018527538,0.00021344754,0.9703388,0.00015650819,0.000054580974,0.00003536301,0.00007377162,0.00029549198,0.010304413],"genre_scores_gemma":[0.8814829,0.0007332332,0.06857427,0.00016742572,0.00009823846,0.00014055539,0.00025322396,0.0002895261,0.04826064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977535,0.000056817622,0.000007718634,0.000048577094,0.000089986155,0.00002156418],"domain_scores_gemma":[0.9998161,0.00006581624,0.000027734617,0.000025763788,0.00005481173,0.000009779781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030996648,0.000740247,0.00046299357,0.00048029443,0.00020848752,0.00080891175,0.0011868157,0.0015913525,0.004438533],"category_scores_gemma":[0.0011755914,0.0002884073,0.0006003078,0.00045384886,0.0004177968,0.0011925743,0.0005204954,0.000762121,0.0014526346],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010802455,0.00006702704,0.0004573387,0.00018207871,0.000039730425,0.0003527682,0.00022069251,0.79614663,0.071339935,0.09347731,0.0021734955,0.03543491],"study_design_scores_gemma":[0.0000059636495,0.000021344596,0.0001140659,0.000008549397,0.0000070735314,0.00007068309,0.000018790503,0.9871357,0.0018276357,0.009232905,0.0015491908,0.000008099664],"about_ca_topic_score_codex":0.0012161585,"about_ca_topic_score_gemma":0.0007025861,"teacher_disagreement_score":0.004438533,"about_ca_system_score_codex":0.00045588307,"about_ca_system_score_gemma":0.00029068362,"threshold_uncertainty_score":0.0148483515},"labels":[],"label_agreement":null},{"id":"W2947809539","doi":"","title":"Assessment of the effect of residual stresses on the mechanical behavior of steel lattice transmission towers","year":2018,"lang":"en","type":"article","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Residual stress; Residual; Structural engineering; Materials science; Forensic engineering; Engineering; Metallurgy; Computer science","score_opus":0.008452031948554577,"score_gpt":0.21639472271669724,"score_spread":0.20794269076814267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2947809539","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99356765,0.00008470525,0.0055873785,0.000009531359,0.000007947164,0.0000083955265,0.00007844294,0.00009506436,0.0005609035],"genre_scores_gemma":[0.99895644,0.000020171226,0.00080637593,0.0000017265238,0.0000013408738,0.0000030787276,0.000059909227,0.000006285152,0.00014456263],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965215,0.000051413328,0.000024040406,0.000059775342,0.00017018168,0.00004236932],"domain_scores_gemma":[0.9988986,0.00039164553,0.00018141439,0.00012021858,0.00033084824,0.00007738295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005173168,0.0004818628,0.00025863742,0.0006505496,0.00023460733,0.0003684435,0.00032131246,0.0005290421,0.0009875275],"category_scores_gemma":[0.001220636,0.00012690404,0.00028245142,0.00024009697,0.00030497188,0.00033855863,0.0002285424,0.00025358636,0.0002878774],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010113581,0.0004174921,0.059243508,0.00036268952,0.000091773836,0.0007780567,0.00040054705,0.27035797,0.61061674,0.0003419043,0.0004564386,0.055921547],"study_design_scores_gemma":[0.000033640168,0.0032179214,0.15582679,0.000057379162,0.00009787229,0.00042007028,0.00033647165,0.5064042,0.33252013,0.00020066134,0.0008199468,0.00006489918],"about_ca_topic_score_codex":0.0012150169,"about_ca_topic_score_gemma":0.0016112584,"teacher_disagreement_score":0.0012150169,"about_ca_system_score_codex":0.00023999054,"about_ca_system_score_gemma":0.0001867845,"threshold_uncertainty_score":0.0033035874},"labels":[],"label_agreement":null},{"id":"W2948207879","doi":"","title":"Experimental characterization of a tailboom with Fluidic Flexible Matrix Composite tubes","year":2014,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Composite number; Characterization (materials science); Fluidics; Matrix (chemical analysis); Materials science; Composite material; Engineering; Nanotechnology; Electrical engineering","score_opus":0.003907876769604454,"score_gpt":0.20001229703054482,"score_spread":0.19610442026094038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948207879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9944666,0.000076453136,0.004700209,0.000020336809,0.000016674418,0.00002252918,0.00006344918,0.000076746655,0.00055694516],"genre_scores_gemma":[0.9949116,0.000039249942,0.0033543983,0.000013233403,0.00000744034,0.000024723819,0.00006007318,0.000019480247,0.0015698205],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996499,0.000034748995,0.000013533742,0.0000819136,0.00015821077,0.00006156068],"domain_scores_gemma":[0.9994923,0.00015726272,0.000081424136,0.000044672644,0.0001607425,0.0000635999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003691456,0.00039487815,0.00032554416,0.00031773347,0.00056153437,0.00027945967,0.00048697717,0.0007643586,0.0021285007],"category_scores_gemma":[0.0005310676,0.00021316766,0.00026256082,0.0002513255,0.00047290922,0.00047304019,0.00036434058,0.00028670233,0.00026867105],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019159257,0.00003406566,0.00040979046,0.000024915696,0.0000026285454,0.000043762117,0.000044603843,0.00024551028,0.9976351,0.000046022225,0.000023448894,0.001298524],"study_design_scores_gemma":[0.000013924423,0.00075439585,0.006635943,0.0000053897966,0.00001142333,0.00006224706,0.00006132153,0.0035349815,0.9882097,0.00001891027,0.00068144884,0.000010313722],"about_ca_topic_score_codex":0.0007412335,"about_ca_topic_score_gemma":0.0010565484,"teacher_disagreement_score":0.0021285007,"about_ca_system_score_codex":0.00024876435,"about_ca_system_score_gemma":0.00025164822,"threshold_uncertainty_score":0.0071206093},"labels":[],"label_agreement":null},{"id":"W2949559237","doi":"10.1115/1.4043990","title":"Coupled Dynamics of Cable-Harnessed Structures: Experimental Validation","year":2019,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Air Force Office of Scientific Research; Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; Beam (structure); Timoshenko beam theory; Offset (computer science); Displacement (psychology); Structural engineering; Partial differential equation; Mechanics; Physics; Euler's formula; Frequency response; Engineering; Mathematical analysis; Mathematics; Acoustics; Computer science","score_opus":0.005415480900552333,"score_gpt":0.21852568352218363,"score_spread":0.2131102026216313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949559237","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9828773,0.000058011377,0.015747812,0.000027308351,0.00001535168,0.000067337896,0.00017269238,0.00013031093,0.0009039818],"genre_scores_gemma":[0.9953269,0.000052488664,0.0036538516,0.0000056660724,0.0000028777913,0.000077814315,0.000108565655,0.000011992193,0.0007599055],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99942183,0.00008387657,0.00003290181,0.00012187535,0.00026883025,0.00007075925],"domain_scores_gemma":[0.99924195,0.00023466836,0.00009356405,0.00018451893,0.0001709877,0.00007445717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076927023,0.00061871397,0.00050238793,0.00039191943,0.00035360627,0.00037195592,0.0010832291,0.0008378045,0.0021028826],"category_scores_gemma":[0.0014554787,0.00031573448,0.00034610063,0.0002571687,0.0007770264,0.00069518044,0.0012338925,0.0005266321,0.00038907886],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010514755,0.00118212,0.012038098,0.00052427454,0.00008572939,0.0008810494,0.0017330578,0.22514483,0.72821474,0.0026043062,0.0006801694,0.0258601],"study_design_scores_gemma":[0.00019659473,0.006421397,0.013228115,0.000087462555,0.00006066333,0.0003204423,0.0004991008,0.6620912,0.3138904,0.00074321125,0.002386116,0.00007531544],"about_ca_topic_score_codex":0.0011062446,"about_ca_topic_score_gemma":0.0009038846,"teacher_disagreement_score":0.0021028826,"about_ca_system_score_codex":0.0003081976,"about_ca_system_score_gemma":0.00042379243,"threshold_uncertainty_score":0.007034838},"labels":[],"label_agreement":null},{"id":"W2949965962","doi":"","title":"Predicting Joint Frequency Distributions In the Boundary Layer","year":2000,"lang":"en","type":"article","venue":"Aspen Meeting","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Boundary layer; Joint (building); Mathematics; Physics; Mechanics; Engineering; Structural engineering","score_opus":0.011067026783678683,"score_gpt":0.21710950830404674,"score_spread":0.20604248152036805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949965962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9696563,0.00006129868,0.028758924,0.00006774031,0.000015708563,0.0000068805057,0.00012660398,0.00027711559,0.001029413],"genre_scores_gemma":[0.99652416,0.000018644107,0.0029886924,0.0000058899323,0.0000037570096,0.0000029602718,0.00011335729,0.000022067992,0.00032043966],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999224,0.000012773457,0.0000030909084,0.000018816994,0.000018567358,0.000024321847],"domain_scores_gemma":[0.9996151,0.00022039871,0.000029538754,0.000030327388,0.000057494,0.000047208196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027740316,0.00034348725,0.00032084843,0.00044833738,0.0002680948,0.0005664269,0.00034757156,0.0008567407,0.0009773858],"category_scores_gemma":[0.0013355903,0.0002970092,0.0002955105,0.00032090317,0.0002724615,0.0006792989,0.00037099567,0.0005959782,0.00029162935],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005113046,0.00017682282,0.033257555,0.00003592528,0.000043082393,0.00017824146,0.00011223723,0.89795023,0.03457138,0.00094238797,0.0008320698,0.031388763],"study_design_scores_gemma":[0.0000070632277,0.000009305198,0.004690535,0.000001436403,0.0000028126517,0.000004781845,0.000016518594,0.9938021,0.0012516881,0.00017723955,0.000032656735,0.0000038770536],"about_ca_topic_score_codex":0.008985288,"about_ca_topic_score_gemma":0.0058087576,"teacher_disagreement_score":0.008985288,"about_ca_system_score_codex":0.0002514024,"about_ca_system_score_gemma":0.0002790401,"threshold_uncertainty_score":0.017865956},"labels":[],"label_agreement":null},{"id":"W2952758417","doi":"10.1016/j.engstruct.2019.109288","title":"Analytical and experimental studies on dynamic instability of simply supported rectangular plates with arbitrary concentrated masses","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"National Natural Science Foundation of China","keywords":"Instability; Physics; Amplitude; Dissipation; Mechanics; Excitation; Galerkin method; Deflection (physics); Transverse plane; Multiple-scale analysis; Nonlinear system; Classical mechanics; Structural engineering; Optics; Engineering","score_opus":0.004808822163231191,"score_gpt":0.22739416768102463,"score_spread":0.22258534551779344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2952758417","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99216324,0.00019234224,0.0047320453,0.000048880494,0.000011680646,0.000022080125,0.000052471183,0.000050965817,0.002726317],"genre_scores_gemma":[0.99776745,0.000076271994,0.001179486,0.000006079806,0.0000071506843,0.000014473073,0.000028104158,0.000007040816,0.0009139765],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996681,0.000055605633,0.000011051694,0.000050120652,0.00016056989,0.00005459485],"domain_scores_gemma":[0.9990369,0.00045773687,0.00014478194,0.0000982127,0.00021988295,0.00004245351],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004052393,0.00042204375,0.00029313576,0.00049179146,0.00063158583,0.0002959495,0.00073258084,0.0004990118,0.003045467],"category_scores_gemma":[0.0013133417,0.0002879902,0.0001984457,0.00032632967,0.0010940082,0.0005336557,0.00048818978,0.00034318384,0.00037272225],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053584937,0.00019895555,0.00094809453,0.00010689137,0.000007413713,0.00018400258,0.0004034575,0.0027117005,0.9879825,0.0010174998,0.0001241134,0.00577948],"study_design_scores_gemma":[0.00011478458,0.001538677,0.010260009,0.000029337849,0.000031384698,0.0004036868,0.00063652004,0.049345702,0.9356125,0.0006727273,0.0013016483,0.00005302756],"about_ca_topic_score_codex":0.0004072298,"about_ca_topic_score_gemma":0.00040572614,"teacher_disagreement_score":0.003045467,"about_ca_system_score_codex":0.0002412498,"about_ca_system_score_gemma":0.0001854829,"threshold_uncertainty_score":0.010188103},"labels":[],"label_agreement":null},{"id":"W2954296383","doi":"10.23977/jemm.2018.31002","title":"Numerical Analysis of Coating Device based on Fluent","year":2018,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics and Machinery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Coating; Fluent; Die (integrated circuit); Materials science; Extrusion; Compression (physics); Slurry; Composite material; Flow (mathematics); Mechanical engineering; Engineering drawing; Computer simulation; Computer science; Mechanics; Simulation; Engineering; Physics","score_opus":0.00607236597468876,"score_gpt":0.21397565222295864,"score_spread":0.20790328624826987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2954296383","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21821983,0.0017735319,0.68224514,0.00079755334,0.00042497108,0.00035449112,0.0012204165,0.0026097626,0.09235428],"genre_scores_gemma":[0.8775827,0.00057251984,0.1049322,0.000118215125,0.000039454888,0.00037883702,0.0005727973,0.00019921703,0.015604049],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99964166,0.000047010468,0.000018581239,0.00004401202,0.00018653848,0.000062170926],"domain_scores_gemma":[0.9997154,0.00009680169,0.000026587635,0.00003049971,0.00011144644,0.000019298512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003959987,0.00048350237,0.0006699274,0.0007631672,0.00089253095,0.0009224952,0.0009179548,0.0013244213,0.0066881734],"category_scores_gemma":[0.0009024857,0.00031674418,0.0008092403,0.0005149787,0.0005110043,0.0005839727,0.0005029749,0.00044054285,0.00064206775],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010450408,0.00006376301,0.002564063,0.00034587792,0.000038755705,0.0003927651,0.00020918054,0.9171443,0.03213148,0.020612417,0.0026439128,0.023748962],"study_design_scores_gemma":[0.000012555899,0.00002068034,0.0003357719,0.000011211048,0.000005186614,0.000049544873,0.000016865286,0.9945754,0.0025847482,0.00051885506,0.0018551461,0.000013876234],"about_ca_topic_score_codex":0.00977357,"about_ca_topic_score_gemma":0.004529468,"teacher_disagreement_score":0.00977357,"about_ca_system_score_codex":0.00089192315,"about_ca_system_score_gemma":0.0010282015,"threshold_uncertainty_score":0.022374213},"labels":[],"label_agreement":null},{"id":"W2957216358","doi":"10.4050/jahs.64.032006","title":"Experimental Demonstration of a Vibration Absorber Using Braid-Sheathed Fluidic Flexible Matrix Composite Tubes","year":2019,"lang":"en","type":"article","venue":"Journal of the American Helicopter Society","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Fluidics; Body orifice; Materials science; Vibration; Composite number; Bending; Dynamic Vibration Absorber; Amplitude; Braid; Acoustics; Structural engineering; Composite material; Mechanical engineering; Optics; Engineering; Physics; Electrical engineering","score_opus":0.008562253620052383,"score_gpt":0.2544302785302335,"score_spread":0.2458680249101811,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2957216358","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9912213,0.00008928458,0.0074983095,0.000045530705,0.000027880074,0.000047414207,0.00007058204,0.00023474658,0.00076487596],"genre_scores_gemma":[0.99096924,0.00006183391,0.0077095022,0.000018390092,0.000009691377,0.00004612655,0.000036931026,0.000020906164,0.001127311],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997718,0.00003257567,0.000008963771,0.000051526495,0.0000908774,0.000044256074],"domain_scores_gemma":[0.9996456,0.00013558702,0.00007217252,0.00003240549,0.00007226288,0.000042019565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031684444,0.00034290864,0.0002548069,0.00020749931,0.0003283763,0.00022890355,0.00047926797,0.00060610345,0.001248717],"category_scores_gemma":[0.00048562084,0.00017166465,0.00017944156,0.00014286385,0.0003293467,0.000293419,0.00025214875,0.00034421598,0.00022578609],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007793977,0.000036265756,0.00020377371,0.000030691586,0.0000023102568,0.00004950724,0.000059518592,0.00035174005,0.9975802,0.0000625866,0.000058632842,0.001486898],"study_design_scores_gemma":[0.00002548819,0.0009348875,0.0024022975,0.000006526249,0.0000070342503,0.000060074162,0.000033956505,0.0039936546,0.9915142,0.000016350568,0.0009954664,0.000009843793],"about_ca_topic_score_codex":0.00042088903,"about_ca_topic_score_gemma":0.0005474662,"teacher_disagreement_score":0.001248717,"about_ca_system_score_codex":0.00018170252,"about_ca_system_score_gemma":0.00013645584,"threshold_uncertainty_score":0.0041773915},"labels":[],"label_agreement":null},{"id":"W2963855181","doi":"10.3233/asy-2009-0954","title":"The Fujita phenomenon in exterior domains under dynamical boundary conditions","year":2010,"lang":"en","type":"article","venue":"Asymptotic Analysis","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nautical Research Society","funders":"","keywords":"Fujita scale; Phenomenon; Boundary (topology); Mathematics; Mathematical analysis; Geometry; Physics; Meteorology","score_opus":0.00354787111062197,"score_gpt":0.2193620773199691,"score_spread":0.21581420620934713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2963855181","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93989986,0.00044867824,0.04797957,0.0001946899,0.000024883828,0.00002764283,0.000017100723,0.000058505422,0.011349103],"genre_scores_gemma":[0.99380165,0.0001685973,0.0039548906,0.000017548264,0.000019082589,0.000022433163,0.00002199889,0.000013235568,0.0019806225],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99979633,0.000065985696,0.0000098911405,0.00003235139,0.000048965652,0.000046478122],"domain_scores_gemma":[0.999209,0.0003256201,0.00016429828,0.00007358806,0.00008086486,0.00014664716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080011104,0.0005422501,0.0004927675,0.001214918,0.0008772033,0.0010912296,0.00044331883,0.00055905327,0.0014068077],"category_scores_gemma":[0.0032080058,0.00035584244,0.0004237193,0.00031350373,0.002169894,0.0018630719,0.0015682881,0.0008056513,0.00009590219],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033218093,0.00007667811,0.0062467833,0.0002020045,0.00004414619,0.0022319711,0.0026339886,0.044318512,0.0861685,0.8426876,0.0006555916,0.014402068],"study_design_scores_gemma":[0.00011040139,0.00025795866,0.010735018,0.0001242258,0.000051467454,0.0015966813,0.00096628704,0.5140237,0.026646879,0.4421076,0.003290443,0.000089193214],"about_ca_topic_score_codex":0.0007346299,"about_ca_topic_score_gemma":0.00034262676,"teacher_disagreement_score":0.0014068077,"about_ca_system_score_codex":0.0004962024,"about_ca_system_score_gemma":0.00024188758,"threshold_uncertainty_score":0.0047062635},"labels":[],"label_agreement":null},{"id":"W2965968017","doi":"10.1177/1077546319867171","title":"Analytical and experimental investigation of cable–beam system dynamics","year":2019,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Cantilever; Beam (structure); Structural engineering; Bending stiffness; Stiffness; Engineering; Equations of motion; Bending; Physics; Classical mechanics","score_opus":0.0031886008527540312,"score_gpt":0.18668110104832855,"score_spread":0.18349250019557453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2965968017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94735384,0.00009373066,0.047023434,0.00007988466,0.000022332306,0.000075835065,0.0003264255,0.0002531196,0.0047714137],"genre_scores_gemma":[0.99423945,0.00003885644,0.0047558835,0.0000056667036,0.000002325575,0.000034125584,0.00008292821,0.000009197327,0.00083157764],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977034,0.000027297965,0.00001047358,0.0000477587,0.000112248636,0.000031814212],"domain_scores_gemma":[0.999519,0.00016686719,0.000048698534,0.00007048715,0.00017211995,0.000022796503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036314924,0.00023527708,0.00017676638,0.00022860669,0.00034221515,0.00019540286,0.00038750845,0.00033021916,0.00356573],"category_scores_gemma":[0.0007124178,0.00016717178,0.00014077996,0.00023400414,0.00037440975,0.00037306387,0.0002827532,0.00031208695,0.00031202982],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017459979,0.00032098813,0.004078183,0.00023358152,0.00001710206,0.0002443584,0.0005955175,0.032338094,0.9391937,0.002290039,0.0006770601,0.019836847],"study_design_scores_gemma":[0.000069192014,0.0014759802,0.019465387,0.000033249482,0.00001786965,0.00032191823,0.0004975178,0.56565005,0.4063588,0.0013611222,0.0046946136,0.00005426496],"about_ca_topic_score_codex":0.0007897188,"about_ca_topic_score_gemma":0.0009551174,"teacher_disagreement_score":0.00356573,"about_ca_system_score_codex":0.00028067996,"about_ca_system_score_gemma":0.00022243566,"threshold_uncertainty_score":0.011928558},"labels":[],"label_agreement":null},{"id":"W2967006521","doi":"10.1073/pnas.1905258116","title":"Complex dynamics under tension in a high-efficiency frameshift stimulatory structure","year":2019,"lang":"en","type":"article","venue":"Proceedings of the National Academy of Sciences","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Research Council Canada; Canadian Institutes of Health Research; Alberta Innovates; Government of Canada","keywords":"Dynamics (music); Tension (geology); Frameshift mutation; Chemistry; Biophysics; Physics; Biology; Thermodynamics; Biochemistry; Acoustics","score_opus":0.016783593998026147,"score_gpt":0.25516873986134153,"score_spread":0.23838514586331538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2967006521","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99889094,0.000040628038,0.0007976781,0.000016671693,0.000002378721,0.0000026649534,0.000011837095,0.000010303272,0.00022690535],"genre_scores_gemma":[0.99948454,0.000024218634,0.00028616912,0.000007184636,0.0000011799433,0.000003877144,0.000037265174,0.0000042397683,0.00015115977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993825,0.0000075876333,0.000002718152,0.000017038898,0.000018199164,0.000016107031],"domain_scores_gemma":[0.9998871,0.0000398227,0.00002818767,0.000009504801,0.000010158755,0.000025295016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000086573666,0.0001266637,0.000093416704,0.00009291395,0.00018482473,0.00029422995,0.00013340118,0.00018755012,0.00069215475],"category_scores_gemma":[0.0003093312,0.0001132143,0.00010557746,0.000060233928,0.00027181,0.00029937908,0.00013895852,0.00031642275,0.00012402143],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053001553,0.000030587045,0.0016149245,0.000019025718,0.000008872023,0.00006363766,0.00007236374,0.0010143108,0.9953054,0.0004609567,0.00003686899,0.0013200424],"study_design_scores_gemma":[0.000043740023,0.0006232136,0.06246223,0.000012336723,0.000032717613,0.00036068974,0.00031916934,0.061242405,0.87102497,0.0018805893,0.0019582564,0.00003970034],"about_ca_topic_score_codex":0.00039355832,"about_ca_topic_score_gemma":0.00057303277,"teacher_disagreement_score":0.00069215475,"about_ca_system_score_codex":0.00033287518,"about_ca_system_score_gemma":0.00009164462,"threshold_uncertainty_score":0.0024151802},"labels":[],"label_agreement":null},{"id":"W2977176659","doi":"10.1088/1757-899x/531/1/012089","title":"Bifurcation and Chaos of Rotating Inextensional Ring","year":2019,"lang":"en","type":"article","venue":"IOP Conference Series Materials Science and Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Nonlinear system; Ring (chemistry); Bifurcation; Mathematics; Galerkin method; Mathematical analysis; Physics","score_opus":0.007526568223094421,"score_gpt":0.19109378497404692,"score_spread":0.1835672167509525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2977176659","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91072065,0.00033870302,0.07991965,0.00010836527,0.000047192254,0.000011359566,0.000033686858,0.000085594016,0.008734683],"genre_scores_gemma":[0.99675804,0.00004578538,0.0022801484,0.000006671884,0.0000071344903,0.0000045023194,0.0000102935355,0.0000034205648,0.00088401424],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999138,0.000018021503,0.0000042754154,0.000019835094,0.000028183207,0.000015914813],"domain_scores_gemma":[0.9998857,0.000018214825,0.00004306639,0.000017084927,0.000019240855,0.000016753436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011237685,0.00012209854,0.00023591775,0.0002941719,0.00026696155,0.00029109267,0.00030338182,0.00020967428,0.0013278939],"category_scores_gemma":[0.00036538026,0.00008846179,0.00021799085,0.00013342357,0.0004542425,0.0004972244,0.00041890488,0.00021572532,0.00012192867],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035999986,0.00008347667,0.012512274,0.00022064918,0.000098802266,0.0029683115,0.0006619952,0.466309,0.18354335,0.29669723,0.001544801,0.035000198],"study_design_scores_gemma":[0.000017942528,0.00009358971,0.0043799616,0.000010957718,0.000010139733,0.0003594287,0.000073314106,0.9678656,0.006367895,0.019597014,0.0012026037,0.000021609058],"about_ca_topic_score_codex":0.00052352285,"about_ca_topic_score_gemma":0.00023807955,"teacher_disagreement_score":0.0013278939,"about_ca_system_score_codex":0.00014646954,"about_ca_system_score_gemma":0.00012018184,"threshold_uncertainty_score":0.0044422746},"labels":[],"label_agreement":null},{"id":"W2977972827","doi":"10.25071/10315/35313","title":"Gust Response Of A Two-Dimensional Nonlinear Wing","year":2018,"lang":"en","type":"article","venue":"Progress in Canadian Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Concordia University","keywords":"Wing; Nonlinear system; Computer science; Aerospace engineering; Engineering; Physics","score_opus":0.0072111665194565435,"score_gpt":0.2320911981997558,"score_spread":0.22488003168029924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2977972827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9682636,0.000047959536,0.026652712,0.00017545746,0.000023995748,0.000024295068,0.000055375138,0.00007254891,0.0046839914],"genre_scores_gemma":[0.9971956,0.000024194069,0.0008022424,0.00003414821,0.0000025208637,0.0000070913898,0.000026093228,0.0000060952825,0.0019019851],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999436,0.000010884338,0.0000023842456,0.000009369813,0.000021499527,0.000012305421],"domain_scores_gemma":[0.9998914,0.000055448418,0.000014310362,0.000009698226,0.000017623579,0.000011497394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000113273796,0.00019569728,0.00018837363,0.00009263501,0.00019299112,0.000287358,0.00013853755,0.0005664377,0.0013965494],"category_scores_gemma":[0.0005073804,0.000116361894,0.00023686732,0.000048585098,0.0003385186,0.00025120954,0.00043107767,0.00033590526,0.00013458739],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003414213,0.00007559813,0.009307486,0.00008341187,0.000043547323,0.00095986377,0.00048434228,0.8405407,0.1365862,0.0019332967,0.0005083297,0.009135771],"study_design_scores_gemma":[0.000011206983,0.00006997955,0.0033344666,0.0000026690575,0.0000036961926,0.000065875574,0.00005602209,0.9926723,0.0033953756,0.00020188728,0.00017243534,0.000014117376],"about_ca_topic_score_codex":0.0038672192,"about_ca_topic_score_gemma":0.0024791062,"teacher_disagreement_score":0.0038672192,"about_ca_system_score_codex":0.00023260631,"about_ca_system_score_gemma":0.00018418297,"threshold_uncertainty_score":0.0076894164},"labels":[],"label_agreement":null},{"id":"W2984705749","doi":"10.1115/pvp2019-94043","title":"Ratcheting due to Thermal Stratification","year":2019,"lang":"en","type":"article","venue":"Volume 1: Codes and Standards","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Kinectrics (Canada)","funders":"","keywords":"Piping; Finite element method; Thermal stratification; Ratchet; Thermal; Stratification (seeds); Enclosure; Engineering; Mechanics; Mechanical engineering; Structural engineering; Turbulence; Physics; Thermodynamics; Electrical engineering; Work (physics)","score_opus":0.004223976715418012,"score_gpt":0.21196225145188938,"score_spread":0.20773827473647136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2984705749","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8939081,0.00030093934,0.09290069,0.00015737949,0.00009149912,0.00008264057,0.00007195387,0.000913952,0.011572813],"genre_scores_gemma":[0.9976514,0.000036692156,0.0013069562,0.000015656184,0.000004625025,0.00000982132,0.000019176377,0.000021132071,0.00093454466],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996125,0.000077431985,0.000020009393,0.000046215984,0.00015588733,0.00008800867],"domain_scores_gemma":[0.99891543,0.0002733398,0.0002436243,0.0001531475,0.0003072383,0.000107286374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049154094,0.00036863657,0.00028877737,0.00058159727,0.0003669805,0.00048881676,0.00019719028,0.00026747413,0.0029677008],"category_scores_gemma":[0.002167556,0.00021954125,0.00021107637,0.00024760774,0.0008862536,0.00042282094,0.0010848163,0.00044494984,0.00038579022],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010748141,0.00014115163,0.034788515,0.00021326476,0.000047155227,0.0026936887,0.0010257073,0.21977016,0.6132509,0.03216455,0.0024690626,0.09236109],"study_design_scores_gemma":[0.00005027917,0.00081390614,0.041580953,0.000077693134,0.00004605805,0.00102742,0.00032941703,0.76415205,0.17923066,0.008936641,0.00366784,0.00008711239],"about_ca_topic_score_codex":0.001400813,"about_ca_topic_score_gemma":0.0009966443,"teacher_disagreement_score":0.0029677008,"about_ca_system_score_codex":0.0003710441,"about_ca_system_score_gemma":0.00038349684,"threshold_uncertainty_score":0.009927988},"labels":[],"label_agreement":null},{"id":"W2987569708","doi":"10.1016/j.apm.2019.10.035","title":"Techniques for approximating a spatially varying Euler-Bernoulli model with a constant coefficient model","year":2019,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Air Force Office of Scientific Research; Natural Sciences and Engineering Research Council of Canada","keywords":"Mathematics; Constant coefficients; Mathematical analysis; Inverse problem; Constant (computer programming); Boundary value problem; Finite element method; Bernoulli's principle; Applied mathematics; Physics; Computer science","score_opus":0.016067499469453822,"score_gpt":0.2151031333927784,"score_spread":0.19903563392332457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2987569708","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0022298351,0.00013524923,0.9960849,0.000037636735,0.000024315264,0.0000074738346,0.000011585874,0.000049906816,0.0014190194],"genre_scores_gemma":[0.33291203,0.0017938067,0.65118676,0.00011129876,0.000103900675,0.00015695221,0.00019047013,0.00025584485,0.013288881],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997212,0.00008548857,0.000017741428,0.00004017176,0.000115779265,0.000019642017],"domain_scores_gemma":[0.99948967,0.00024132359,0.00006455054,0.00007163303,0.00011143392,0.000021425756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00098176,0.0009390421,0.00064623903,0.0009414316,0.00036439582,0.0008390449,0.0017819419,0.0013522247,0.0018895539],"category_scores_gemma":[0.0029980382,0.0005068444,0.00081873167,0.00097011,0.00075885875,0.0013285783,0.0010211008,0.0016222472,0.00079973444],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020624977,0.000018739558,0.00021964904,0.00008172575,0.000016791382,0.00009041153,0.000074717704,0.8465166,0.0047136797,0.12507643,0.00063316955,0.022537418],"study_design_scores_gemma":[0.0000012959295,0.0000050996196,0.000021677715,0.000004944013,0.0000034724553,0.00002154026,0.0000057837206,0.99207,0.0003935607,0.006489991,0.0009779914,0.0000046874284],"about_ca_topic_score_codex":0.005502981,"about_ca_topic_score_gemma":0.004563418,"teacher_disagreement_score":0.005502981,"about_ca_system_score_codex":0.0006668421,"about_ca_system_score_gemma":0.0005759507,"threshold_uncertainty_score":0.010941863},"labels":[],"label_agreement":null},{"id":"W2989470101","doi":"10.1139/cjce-2018-0114","title":"Galloping response of sector-shape iced eight bundle conductors","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"China Scholarship Council; National Natural Science Foundation of China; Electric Power Research Institute","keywords":"Conductor; Bundle; Electrical conductor; Aerodynamics; Structural engineering; Wind tunnel; Finite element method; Span (engineering); Aerodynamic force; Engineering; Materials science; Electrical engineering; Geometry; Aerospace engineering; Mathematics; Composite material","score_opus":0.006879866150087295,"score_gpt":0.1744813663982284,"score_spread":0.1676015002481411,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2989470101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99493307,0.000042256223,0.0038652217,0.000014173919,0.000010018754,0.000008437988,0.00005336616,0.00005889118,0.0010147019],"genre_scores_gemma":[0.9992261,0.00001881329,0.00038985332,0.0000040046866,0.0000012358541,0.0000027317042,0.00004137821,0.0000067115534,0.00030927474],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997992,0.000035419645,0.000013477246,0.000034968383,0.000065380715,0.00005154486],"domain_scores_gemma":[0.99918646,0.00029570796,0.00010166794,0.00011476088,0.00023250727,0.00006885031],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002919732,0.00033171478,0.0002517963,0.00036279997,0.00020723417,0.00024187812,0.00020618623,0.0003819309,0.0013309548],"category_scores_gemma":[0.0010026094,0.00012932587,0.0001759129,0.00019293759,0.00040099412,0.0003158868,0.00030973903,0.00019616431,0.00021483016],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018189311,0.000102656806,0.016745657,0.00025869696,0.000062845924,0.0013888174,0.0013816382,0.08021516,0.86565506,0.0004537626,0.0008330358,0.031083718],"study_design_scores_gemma":[0.00008757043,0.0049977656,0.12381899,0.00009799083,0.00008482956,0.001518918,0.003097059,0.43207994,0.42804134,0.0009882265,0.0050630816,0.00012436147],"about_ca_topic_score_codex":0.00040651477,"about_ca_topic_score_gemma":0.00047247438,"teacher_disagreement_score":0.0013309548,"about_ca_system_score_codex":0.00010904301,"about_ca_system_score_gemma":0.00007188309,"threshold_uncertainty_score":0.004452467},"labels":[],"label_agreement":null},{"id":"W2991300945","doi":"10.1115/pvp2019-93986","title":"On Design and Analysis of Fastener Locking Tabs in Highly Chaotic Flow of Primary Side of Steam Generator","year":2019,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Power Generation","funders":"","keywords":"Fastener; Boiler (water heating); Engineering; Finite element method; Structural engineering; Mechanical engineering; Vibration; Flow (mathematics); Design elements and principles; Vortex-induced vibration; Piping; Mechanics","score_opus":0.0070575635271707985,"score_gpt":0.18037539954854456,"score_spread":0.17331783602137377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2991300945","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48589018,0.0002622545,0.5033043,0.00013482831,0.000059255446,0.00020924672,0.00007952625,0.000672542,0.009387836],"genre_scores_gemma":[0.9717226,0.00007129886,0.025590442,0.000011520592,0.0000050787507,0.000060348964,0.000024815185,0.000024712052,0.0024892443],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997745,0.00006028936,0.0000086254295,0.00003794187,0.00008447342,0.000034177574],"domain_scores_gemma":[0.9996774,0.00012918784,0.0000621479,0.000028177135,0.000080324484,0.0000226761],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005250498,0.00042005393,0.0005064356,0.0004123187,0.00043211214,0.0007058595,0.0005983733,0.00091430574,0.0029486555],"category_scores_gemma":[0.0006698747,0.00038194587,0.00067022693,0.00010826532,0.000471695,0.0002665427,0.00031377704,0.00028008438,0.0003440357],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016053252,0.000070506074,0.0024479795,0.00018473182,0.00003269011,0.00026112227,0.00012324713,0.9162812,0.05686737,0.0018621859,0.0002563921,0.021452025],"study_design_scores_gemma":[0.000014993554,0.00036418322,0.0007580129,0.000011899649,0.000022984843,0.000037814807,0.000034627195,0.9907363,0.007033868,0.00017461293,0.00080292765,0.000007803697],"about_ca_topic_score_codex":0.0021626512,"about_ca_topic_score_gemma":0.0019116264,"teacher_disagreement_score":0.0029486555,"about_ca_system_score_codex":0.00060163665,"about_ca_system_score_gemma":0.0007003189,"threshold_uncertainty_score":0.009864211},"labels":[],"label_agreement":null},{"id":"W2991512242","doi":"10.1115/pvp2019-93227","title":"Dynamics of a Pipe Subjected to Internal and Confined External Flow","year":2019,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Annulus (botany); Mechanics; Flow (mathematics); Container (type theory); Fluid dynamics; Flutter; Pipe flow; Plug flow; Tube (container); Body orifice; Water tunnel; Cantilever; Materials science; Vortex; Physics; Engineering; Structural engineering; Aerodynamics; Mechanical engineering; Turbulence; Composite material","score_opus":0.0028216396390514857,"score_gpt":0.18555325682315443,"score_spread":0.18273161718410294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2991512242","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9784298,0.00003620587,0.017659565,0.00007659521,0.000013511376,0.000019295161,0.00004430362,0.00007856206,0.0036420843],"genre_scores_gemma":[0.9979752,0.000025966214,0.0007638762,0.000012311592,0.000003349874,0.000014715668,0.000024934365,0.000007732502,0.0011721008],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999125,0.000015762656,0.0000026672285,0.000022862205,0.000024892299,0.000021294376],"domain_scores_gemma":[0.9998617,0.000037373924,0.00003013959,0.000015440139,0.000019475587,0.000035846304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017808612,0.00022383493,0.00039217836,0.00021142082,0.00039584303,0.0006222486,0.00031633163,0.0006236944,0.0018613302],"category_scores_gemma":[0.000480083,0.00017305865,0.00023072484,0.00011837593,0.0016987198,0.00040799045,0.0008167151,0.00027830945,0.00017275265],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057348574,0.00017934466,0.007242677,0.00012827017,0.00009386791,0.0031551118,0.0010440575,0.60379946,0.356464,0.015164927,0.0006956535,0.011459064],"study_design_scores_gemma":[0.000062439816,0.00052052294,0.006783333,0.000016769618,0.000021852107,0.00015904184,0.0002676295,0.98081493,0.009042469,0.0016375107,0.00063712796,0.000036399713],"about_ca_topic_score_codex":0.0017311621,"about_ca_topic_score_gemma":0.0005453172,"teacher_disagreement_score":0.0018613302,"about_ca_system_score_codex":0.00025852057,"about_ca_system_score_gemma":0.0003659598,"threshold_uncertainty_score":0.006226778},"labels":[],"label_agreement":null},{"id":"W2999982469","doi":"10.1061/9780784482094.047","title":"A New Analysis of Circular Raft on Layered Elastic Soil","year":2019,"lang":"en","type":"article","venue":"Geo-Congress 2019","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Rotational symmetry; Boundary value problem; Displacement (psychology); Differential equation; Mathematical analysis; Partial differential equation; Mathematics; Foundation (evidence); Variational principle; Mechanics; Classical mechanics; Physics","score_opus":0.004315511239210576,"score_gpt":0.1978089692413267,"score_spread":0.19349345800211615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2999982469","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28878126,0.0018269708,0.64349383,0.00060759595,0.00031248454,0.00011205607,0.00022658,0.00022842307,0.06441078],"genre_scores_gemma":[0.95427,0.00091518956,0.021584967,0.00009232251,0.00012722814,0.000053592204,0.000083661675,0.000055733297,0.02281734],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984694,0.000027994593,0.0000055696014,0.000037366248,0.00005108071,0.000030997093],"domain_scores_gemma":[0.9998578,0.000026831001,0.000032588694,0.000012448383,0.000048144648,0.000022257349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020226518,0.0006203307,0.0004440287,0.0010594326,0.0004853899,0.00090946705,0.0009657586,0.001000931,0.0029476578],"category_scores_gemma":[0.00046580765,0.00025014096,0.0007421443,0.00044741653,0.00079856213,0.00073663134,0.001021947,0.00052859425,0.00036543584],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000078332734,0.00010041656,0.0033988552,0.000415219,0.000119398515,0.002718794,0.00041074317,0.6312825,0.045534115,0.28823355,0.002303959,0.025404144],"study_design_scores_gemma":[0.000003480085,0.000034634395,0.00079966546,0.000013055991,0.000013543042,0.00026884142,0.000075951364,0.9860817,0.00077795406,0.009666383,0.0022490304,0.000015723333],"about_ca_topic_score_codex":0.003592909,"about_ca_topic_score_gemma":0.0029380065,"teacher_disagreement_score":0.003592909,"about_ca_system_score_codex":0.00048754655,"about_ca_system_score_gemma":0.00042004228,"threshold_uncertainty_score":0.009860873},"labels":[],"label_agreement":null},{"id":"W3000112538","doi":"10.1109/i-pact44901.2019.8960087","title":"Hexa Spacer Damper for Vibration Energy Decaying of 765 kV Transmission Line","year":2019,"lang":"en","type":"article","venue":"2019 Innovations in Power and Advanced Computing Technologies (i-PACT)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Electric power transmission; Damper; Vibration; Transmission line; Electrical conductor; Engineering; Conductor; Structural engineering; Dissipation; Power transmission; Electrical engineering; Acoustics; Power (physics); Materials science; Physics; Composite material","score_opus":0.005172642333162849,"score_gpt":0.23057497772296312,"score_spread":0.22540233538980028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3000112538","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95663404,0.00034768443,0.040407974,0.00007956378,0.00004835637,0.0000592738,0.00015618591,0.00062508037,0.0016417961],"genre_scores_gemma":[0.989379,0.000067325345,0.008651608,0.000011848356,0.00000502116,0.000017703094,0.000056443252,0.000015791218,0.0017952253],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997634,0.000032798376,0.000016484199,0.00004272785,0.00012651239,0.000018053399],"domain_scores_gemma":[0.99959594,0.000086333246,0.00014669275,0.00006799257,0.00007056273,0.0000324899],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028935418,0.0003271667,0.0001938158,0.00044764622,0.00016393812,0.00019817494,0.00039225075,0.0002112759,0.0019816726],"category_scores_gemma":[0.0005204252,0.00011633293,0.00015247233,0.00017509525,0.00018177307,0.0002207347,0.0002363,0.00018641869,0.00029522832],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00081798644,0.000114514805,0.0051946137,0.0003181049,0.000022926453,0.00037847288,0.00031139143,0.0053771683,0.92613995,0.00031973235,0.0007649862,0.06024017],"study_design_scores_gemma":[0.00013541922,0.0052805343,0.04302791,0.000073389754,0.00007826633,0.0011705387,0.0003645621,0.06484219,0.8740422,0.0003409005,0.010600573,0.000043481086],"about_ca_topic_score_codex":0.00023836119,"about_ca_topic_score_gemma":0.0005219802,"teacher_disagreement_score":0.0019816726,"about_ca_system_score_codex":0.00014971786,"about_ca_system_score_gemma":0.00010036885,"threshold_uncertainty_score":0.006629348},"labels":[],"label_agreement":null},{"id":"W3001586391","doi":"10.1115/imece2019-11504","title":"Three Dimensional Dynamic Model Development and Validation for Stranded Cables","year":2019,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Structural engineering; Stiffness; Bending stiffness; Time domain; Damper; Vibration; Engineering; Bending; Computer science; Acoustics; Physics","score_opus":0.01016030255439186,"score_gpt":0.20799186224435848,"score_spread":0.19783155968996663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3001586391","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37868777,0.00013320163,0.60923123,0.00012609099,0.000034488097,0.0002766698,0.00079431024,0.001397668,0.009318565],"genre_scores_gemma":[0.9513508,0.00018464957,0.043549217,0.000018948424,0.0000048332045,0.00029846482,0.00041288644,0.00007398436,0.004106272],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998092,0.000048000144,0.0000089560735,0.000031015734,0.00008602083,0.000016861626],"domain_scores_gemma":[0.9996183,0.00012983034,0.000052903273,0.000057118836,0.00012729249,0.000014522867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032634335,0.00048452616,0.0003632211,0.00033791564,0.00031040533,0.00053769164,0.00077094306,0.00078224443,0.0022762052],"category_scores_gemma":[0.0006489899,0.00026316303,0.00043763738,0.00019411504,0.00033889222,0.00038816934,0.00048371096,0.00046759806,0.0005179684],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017043434,0.000025602238,0.0007137903,0.000032519758,0.000007618175,0.00007378216,0.000047974037,0.984387,0.010192048,0.0006971742,0.00009367491,0.0037118446],"study_design_scores_gemma":[0.000005767754,0.000051880437,0.00026280733,0.0000054184275,0.0000033701806,0.000013394324,0.000013782626,0.9953349,0.0034699354,0.00016519426,0.0006688051,0.000004817723],"about_ca_topic_score_codex":0.006151094,"about_ca_topic_score_gemma":0.0042581884,"teacher_disagreement_score":0.006151094,"about_ca_system_score_codex":0.00045488772,"about_ca_system_score_gemma":0.0006657337,"threshold_uncertainty_score":0.012230575},"labels":[],"label_agreement":null},{"id":"W3004618148","doi":"10.1016/j.jsv.2020.115202","title":"Dynamics of pipes conveying fluid of axially varying density","year":2020,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Piping; Flutter; Axial symmetry; Mechanics; Cantilever; Computational fluid dynamics; Structural engineering; Buckling; Fluid dynamics; Engineering; Materials science; Aerodynamics; Physics; Mechanical engineering","score_opus":0.011538922747692708,"score_gpt":0.20938258463755663,"score_spread":0.1978436618898639,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3004618148","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9586269,0.0001949792,0.030229663,0.00051361334,0.00005386041,0.00005143388,0.0001105125,0.00010834275,0.01011073],"genre_scores_gemma":[0.99500644,0.000067135064,0.00087714,0.000016024745,0.000010755971,0.000009347561,0.000031824304,0.000013322498,0.003968009],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999167,0.000019204199,0.0000033819863,0.000015656144,0.000025648113,0.00001949736],"domain_scores_gemma":[0.9996574,0.00012710893,0.000069609174,0.0000085292595,0.000076183256,0.00006121648],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019070022,0.00030977477,0.0003690504,0.000562251,0.00052178,0.00064598257,0.00043681133,0.0007404206,0.0027835604],"category_scores_gemma":[0.0010574295,0.00027084895,0.00026786997,0.00023796607,0.001250069,0.0008521569,0.00073951937,0.0005623019,0.0002340742],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009142989,0.00033501582,0.010977557,0.00017855382,0.000055440614,0.0018379801,0.0010899543,0.8398032,0.09544655,0.032854974,0.0017114002,0.014795046],"study_design_scores_gemma":[0.00002114258,0.00013294011,0.003927739,0.0000070237443,0.000005877727,0.00010203541,0.00014011271,0.99223375,0.002058523,0.001009591,0.0003423405,0.000018832885],"about_ca_topic_score_codex":0.006088994,"about_ca_topic_score_gemma":0.0023634904,"teacher_disagreement_score":0.006088994,"about_ca_system_score_codex":0.00049089623,"about_ca_system_score_gemma":0.0006315491,"threshold_uncertainty_score":0.012107134},"labels":[],"label_agreement":null},{"id":"W3006002828","doi":"10.1016/j.apm.2020.01.074","title":"Stability and bifurcation analysis of a buckled beam via active control","year":2020,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Bifurcation; Control theory (sociology); Nonlinear system; Bifurcation diagram; Mathematics; Stability (learning theory); Saddle-node bifurcation; Controller (irrigation); Vibration; Beam (structure); Quadratic equation; Stiffness; Mathematical analysis; Physics; Engineering; Computer science; Structural engineering; Control (management); Geometry","score_opus":0.015996485286905407,"score_gpt":0.2003057834847729,"score_spread":0.1843092981978675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3006002828","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5766214,0.00055038097,0.3883832,0.00034041234,0.00010880746,0.000064529515,0.0001017553,0.00023797975,0.03359148],"genre_scores_gemma":[0.98994994,0.00010361869,0.0049944827,0.000021177708,0.00001356405,0.000021443964,0.000016780528,0.000014915164,0.004864109],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994814,0.000012493753,0.0000018965924,0.000008131996,0.000022151104,0.000007182069],"domain_scores_gemma":[0.9998411,0.000076830846,0.000024074207,0.0000109381,0.00003751546,0.000009502134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001924819,0.00027733573,0.00030983237,0.00050268683,0.00031247846,0.0004789659,0.00036886276,0.0005125253,0.002720825],"category_scores_gemma":[0.00047587923,0.00017063913,0.0002600198,0.00017509409,0.00050218566,0.00038181734,0.0003897361,0.0003284211,0.00018028688],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044570753,0.00011173335,0.0013987757,0.00022974698,0.00007981987,0.00039836467,0.00041665725,0.66457856,0.124680236,0.1706944,0.00093181,0.036034293],"study_design_scores_gemma":[0.000008127574,0.000025841498,0.00026008792,0.0000039750876,0.0000044459043,0.000017167196,0.000014775087,0.9925484,0.0016727129,0.005241909,0.00019792297,0.0000047155836],"about_ca_topic_score_codex":0.0013987009,"about_ca_topic_score_gemma":0.00090704614,"teacher_disagreement_score":0.002720825,"about_ca_system_score_codex":0.0003638555,"about_ca_system_score_gemma":0.00021113071,"threshold_uncertainty_score":0.009102106},"labels":[],"label_agreement":null},{"id":"W3008512416","doi":"10.1139/tcsme-2019-0207","title":"Coating position optimization for a hard-coating thin-plate structure based on resonance response","year":2020,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Coating; Superposition principle; Position (finance); Cantilever; Materials science; Resonance (particle physics); Optimal design; Vibration; Optics; Structural engineering; Computer science; Acoustics; Composite material; Engineering; Physics; Mathematics; Mathematical analysis","score_opus":0.00879756662945467,"score_gpt":0.19127790328900876,"score_spread":0.1824803366595541,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008512416","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20530286,0.00047147027,0.78608155,0.00012962702,0.000042026495,0.00007964147,0.000045530407,0.00033542878,0.0075118337],"genre_scores_gemma":[0.75270313,0.00027080195,0.24322163,0.000043909884,0.000010915013,0.000099258774,0.00006567572,0.0000872598,0.0034973759],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998603,0.000019269966,0.0000044867534,0.000031108855,0.00006486332,0.000019958048],"domain_scores_gemma":[0.9998281,0.00007920513,0.00003081748,0.000012030813,0.00004144869,0.000008282428],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002907784,0.00083674665,0.00045645924,0.0004035875,0.0002346505,0.00057012954,0.0005744603,0.00076266524,0.0012540591],"category_scores_gemma":[0.00047270706,0.0003897231,0.000614909,0.00026506497,0.00036811014,0.0003432475,0.0003149402,0.0004191064,0.0002588755],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000564356,0.00004985001,0.0006878277,0.00019878181,0.00003432099,0.00012763451,0.000060685303,0.8395404,0.1323451,0.002898485,0.0004003764,0.023600135],"study_design_scores_gemma":[0.0000072512685,0.000036358833,0.00019444701,0.000004491753,0.000012096545,0.00001903533,0.000008093758,0.99101055,0.008252594,0.0002488776,0.00020097368,0.000005185555],"about_ca_topic_score_codex":0.002581923,"about_ca_topic_score_gemma":0.003277503,"teacher_disagreement_score":0.002581923,"about_ca_system_score_codex":0.0005502218,"about_ca_system_score_gemma":0.00066101423,"threshold_uncertainty_score":0.005133748},"labels":[],"label_agreement":null},{"id":"W3008726414","doi":"","title":"A Dynamic Substructuring Approach to Improved Global Structural Dynamic and Stress Analysis of Topside/Hull Systems","year":2016,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Intecsea (Canada)","funders":"","keywords":"Hull; Dynamic stress; Stress (linguistics); Structural engineering; Finite element method; Computer science; Engineering; Marine engineering","score_opus":0.003503902522231981,"score_gpt":0.20256024553444058,"score_spread":0.1990563430122086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008726414","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04336217,0.000073451534,0.95348984,0.000044196833,0.000027457358,0.000022586968,0.00003359375,0.00016289021,0.0027838158],"genre_scores_gemma":[0.72626084,0.00021879678,0.26522517,0.000055487617,0.00005575129,0.00007759428,0.00014237568,0.00016803113,0.0077960216],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999087,0.000018307404,0.000004525769,0.000014919884,0.000040263447,0.000013255007],"domain_scores_gemma":[0.9999124,0.000021049016,0.000011241236,0.000023714101,0.000025089348,0.0000066017747],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015064956,0.00048504095,0.00048183548,0.0004988116,0.00030902465,0.0004326486,0.0007738106,0.00041555674,0.002467868],"category_scores_gemma":[0.00036874166,0.00027031082,0.0005054286,0.0003683425,0.0003740792,0.0005766411,0.0007341089,0.0005196049,0.00031839267],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037728623,0.00006387441,0.0006794492,0.00004588056,0.00003223781,0.00010478464,0.000066535526,0.8380199,0.04731554,0.012663735,0.0005252915,0.100444935],"study_design_scores_gemma":[0.0000013107946,0.00001575161,0.00018467459,0.0000014790093,0.0000025738009,0.000007771049,0.000004870276,0.9974522,0.0010679836,0.0009772159,0.00028189173,0.000002305638],"about_ca_topic_score_codex":0.002819738,"about_ca_topic_score_gemma":0.004802591,"teacher_disagreement_score":0.002819738,"about_ca_system_score_codex":0.00024818582,"about_ca_system_score_gemma":0.00036687223,"threshold_uncertainty_score":0.008255839},"labels":[],"label_agreement":null},{"id":"W3011687629","doi":"10.4271/2020-01-1531","title":"NVH Optimization Methods Applied to E-Motors","year":2020,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Continental (Canada)","funders":"","keywords":"Noise, vibration, and harshness; Computer science; Automotive engineering; Control engineering; Engineering; Acoustics; Vibration; Physics","score_opus":0.0121156705211869,"score_gpt":0.25878317158419883,"score_spread":0.24666750106301194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011687629","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007893326,0.00032665947,0.9814508,0.00010798747,0.000048581063,0.000061878534,0.000053680673,0.0002714163,0.009785665],"genre_scores_gemma":[0.38125086,0.0008357049,0.5903606,0.00011940847,0.000076222714,0.0005408942,0.00025046678,0.0007099641,0.025855858],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977535,0.00007861781,0.000010417508,0.000033674725,0.00008525171,0.000016733322],"domain_scores_gemma":[0.99966955,0.0001729075,0.000035499586,0.000026047608,0.000086275555,0.000009707843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056450925,0.00067879795,0.00053965347,0.00059371325,0.00034238238,0.0006012443,0.0006223011,0.0007596724,0.005193503],"category_scores_gemma":[0.001263962,0.0003985184,0.00056076556,0.00040938144,0.0004881004,0.0003835193,0.00070170517,0.00069746654,0.0011931282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037246326,0.00003511464,0.00033906326,0.00014520217,0.000028018427,0.00006674489,0.000067859815,0.9050173,0.0041363505,0.010968838,0.0010552169,0.078103155],"study_design_scores_gemma":[0.0000034552613,0.000014461998,0.00008727508,0.000009043194,0.0000025601596,0.000012200077,0.000012316067,0.99488395,0.00086919294,0.0016502581,0.002451405,0.000003874166],"about_ca_topic_score_codex":0.0028300255,"about_ca_topic_score_gemma":0.0025818115,"teacher_disagreement_score":0.005193503,"about_ca_system_score_codex":0.000445762,"about_ca_system_score_gemma":0.0006487033,"threshold_uncertainty_score":0.01737398},"labels":[],"label_agreement":null},{"id":"W3012541809","doi":"10.1002/ese3.670","title":"Experimental and numerical investigations of actuator disks for wind turbines","year":2020,"lang":"en","type":"article","venue":"Energy Science & Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"University of Tehran","keywords":"Solidity; Turbine; Actuator; Rotor (electric); Range (aeronautics); Wake; Wind power; Control theory (sociology); Power (physics); Mechanics; Mathematics; Engineering; Computer science; Physics; Mechanical engineering; Aerospace engineering; Thermodynamics","score_opus":0.010373654312564125,"score_gpt":0.21163370012379173,"score_spread":0.2012600458112276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3012541809","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99017286,0.00047215345,0.007538521,0.000072092196,0.000059491747,0.00002973786,0.00013674563,0.0000765514,0.0014418748],"genre_scores_gemma":[0.9936819,0.00017009741,0.005515381,0.000008103811,0.000006057279,0.000019971558,0.00008747877,0.0000074820027,0.00050360383],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994419,0.000087278415,0.000056338125,0.00006834124,0.00029133758,0.00005482493],"domain_scores_gemma":[0.99835336,0.0006483061,0.00019277266,0.00029756923,0.00042791,0.000080160586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007085233,0.00035558673,0.00042915504,0.00035284105,0.00045298354,0.00048187084,0.00048497776,0.0006192004,0.0014313646],"category_scores_gemma":[0.0018965699,0.00021399894,0.00022288381,0.00039670753,0.0006769358,0.00063523906,0.00036519588,0.000394624,0.00027225143],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00094754447,0.0006828257,0.0109709,0.0007419839,0.00003371231,0.0009624066,0.0004543501,0.07155927,0.8819164,0.0029799768,0.0008915214,0.027859062],"study_design_scores_gemma":[0.00012689899,0.0041184183,0.016237566,0.00007058764,0.00004287551,0.0005995567,0.00066204,0.23083413,0.73962384,0.00077561924,0.006828213,0.00008029795],"about_ca_topic_score_codex":0.00035721643,"about_ca_topic_score_gemma":0.00041361287,"teacher_disagreement_score":0.0014313646,"about_ca_system_score_codex":0.0001776428,"about_ca_system_score_gemma":0.00015297839,"threshold_uncertainty_score":0.0047884583},"labels":[],"label_agreement":null},{"id":"W3013919933","doi":"10.1121/10.0000890","title":"Effects of material parameters on the transient dynamics of an impacted plate with partial constrained layer damping treatment","year":2020,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Transient response; Materials science; Viscoelasticity; Transient (computer programming); Vibration; Stiffness; Structural engineering; Finite element method; Parametric statistics; Noise (video); Acoustics; Mechanics; Composite material; Computer science; Physics; Engineering; Mathematics","score_opus":0.008656040276403161,"score_gpt":0.2123492995619322,"score_spread":0.20369325928552903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3013919933","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98800486,0.00021220492,0.00950105,0.000061556995,0.000021174188,0.00002142421,0.00009144096,0.000118499855,0.0019677593],"genre_scores_gemma":[0.9983022,0.000066891866,0.0012902158,0.000010697432,0.0000010525212,0.00000776948,0.00003314341,0.000013233395,0.0002748423],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998379,0.000021155332,0.000009851992,0.00002527207,0.00006248458,0.000043267566],"domain_scores_gemma":[0.99950945,0.0002830578,0.0000723798,0.00005221083,0.0000579796,0.000024904914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024349573,0.00051620486,0.0002737415,0.00043713622,0.00026346205,0.00039988745,0.00040409068,0.00063406926,0.001787523],"category_scores_gemma":[0.0011829298,0.00022974162,0.00030648874,0.0003118466,0.00056341535,0.00037194914,0.0002907363,0.00044668865,0.00025835523],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00095819385,0.0002757098,0.0051035704,0.00038993213,0.000047516663,0.0010821697,0.00040431094,0.4759207,0.4949602,0.0009306706,0.0003801023,0.019546919],"study_design_scores_gemma":[0.000048882797,0.0013221472,0.008512715,0.000048364785,0.00008204765,0.00024132445,0.00032965958,0.66374815,0.3240426,0.00023282676,0.0013332663,0.000058069523],"about_ca_topic_score_codex":0.0013559568,"about_ca_topic_score_gemma":0.001556983,"teacher_disagreement_score":0.001787523,"about_ca_system_score_codex":0.00030272105,"about_ca_system_score_gemma":0.0002956635,"threshold_uncertainty_score":0.005979836},"labels":[],"label_agreement":null},{"id":"W3015680340","doi":"10.1007/s12206-020-0301-6","title":"Nonlinear supersonic flutter of truncated conical shells","year":2020,"lang":"en","type":"article","venue":"Journal of Mechanical Science and Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Flutter; Supersonic speed; Shell (structure); Nonlinear system; Mathematics; Curvature; Equations of motion; Classical mechanics; Conical surface; Mathematical analysis; Mechanics; Physics; Aerodynamics; Geometry; Engineering","score_opus":0.008610124132363273,"score_gpt":0.2137218132922653,"score_spread":0.20511168915990202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3015680340","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9179067,0.00026754607,0.04820314,0.00025429772,0.00013305017,0.00006488442,0.0001039015,0.000282339,0.032784086],"genre_scores_gemma":[0.9913804,0.000065002285,0.0013012186,0.00003941524,0.000025822907,0.000015412563,0.000049312584,0.000046803187,0.0070765396],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984336,0.000033810018,0.000006244403,0.000019594703,0.00004204319,0.000054881224],"domain_scores_gemma":[0.9996716,0.00009755534,0.000047771926,0.000040727,0.00006346678,0.00007887588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026330684,0.0005671857,0.00069777766,0.0006202919,0.00072395976,0.0008280188,0.0009456176,0.0010200182,0.0035089147],"category_scores_gemma":[0.0011763738,0.00043311264,0.0006957743,0.00028669933,0.0013372226,0.0007641689,0.0014452671,0.0006512105,0.00045924523],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019295159,0.00031265133,0.008163648,0.00033435028,0.00029016362,0.005583234,0.0013704568,0.59433395,0.25051078,0.10754181,0.003560004,0.026069466],"study_design_scores_gemma":[0.000043736807,0.00010763076,0.0050222888,0.00001642793,0.000018194243,0.00042524078,0.0002352352,0.9812707,0.004486491,0.00782911,0.00049252686,0.00005248086],"about_ca_topic_score_codex":0.0026248468,"about_ca_topic_score_gemma":0.0014126706,"teacher_disagreement_score":0.0035089147,"about_ca_system_score_codex":0.0004479388,"about_ca_system_score_gemma":0.0003272238,"threshold_uncertainty_score":0.011738539},"labels":[],"label_agreement":null},{"id":"W3020818414","doi":"10.1139/cjce-2019-0490","title":"Geometric nonlinear dynamic analysis of tapered steel members","year":2020,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tapering; Chord (peer-to-peer); Structural engineering; Nonlinear system; Stiffness; Bending stiffness; Parametric statistics; Beam (structure); Inertia; Moment of inertia; Bending; Coordinate system; Mechanics; Materials science; Mathematics; Engineering; Geometry; Physics; Classical mechanics; Computer science","score_opus":0.00645700016264697,"score_gpt":0.1807718068693413,"score_spread":0.17431480670669433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3020818414","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80912983,0.0001443587,0.18512502,0.00003409246,0.000010615213,0.000022744895,0.000030194049,0.00011454102,0.0053886524],"genre_scores_gemma":[0.99155456,0.00007370202,0.0066984873,0.0000048941974,0.0000035246874,0.000007699102,0.00002544614,0.000006695549,0.0016249552],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998361,0.00002023297,0.000003966949,0.000024489464,0.00010101052,0.000014231981],"domain_scores_gemma":[0.99975485,0.000064278225,0.00006800533,0.000028104707,0.00007456725,0.000010171186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001557257,0.0002606689,0.00018519962,0.00037850367,0.00015749288,0.00018629592,0.00038137406,0.0002142666,0.0008442505],"category_scores_gemma":[0.00068881316,0.0001268975,0.00019173253,0.00015035263,0.0003831986,0.0002822019,0.00026616786,0.00015320991,0.00023978538],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010667524,0.000027869599,0.0035817132,0.00008384798,0.000017014847,0.00028876823,0.00025398404,0.8191551,0.13511002,0.002766422,0.00011483133,0.038493752],"study_design_scores_gemma":[0.0000017200235,0.00007611508,0.0024536308,0.0000045671136,0.0000042304123,0.00008168597,0.000045022738,0.9837474,0.012842946,0.00034847378,0.00038726526,0.0000069171806],"about_ca_topic_score_codex":0.0015042659,"about_ca_topic_score_gemma":0.0012863373,"teacher_disagreement_score":0.0015042659,"about_ca_system_score_codex":0.00028357608,"about_ca_system_score_gemma":0.00017781192,"threshold_uncertainty_score":0.002990961},"labels":[],"label_agreement":null},{"id":"W3023380198","doi":"10.1016/j.jcsr.2020.106084","title":"Hysteretic behavior of link beams with different cross-sections and stiffener arrangements","year":2020,"lang":"en","type":"article","venue":"Journal of Constructional Steel Research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Flange; Link (geometry); Boundary value problem; Tension (geology); Rotation (mathematics); Beam (structure); Engineering; Moment of inertia; Ultimate tensile strength; Materials science; Geometry; Physics; Mathematics; Composite material","score_opus":0.04417445735175112,"score_gpt":0.3159465316124237,"score_spread":0.27177207426067257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023380198","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99276537,0.00010476294,0.0033466227,0.000040539286,0.000011699612,0.00000991964,0.000107648186,0.00008112734,0.0035323184],"genre_scores_gemma":[0.99843246,0.00003941199,0.00025182273,0.000005458806,0.0000021995388,0.0000045031866,0.000045403565,0.000007612289,0.0012112017],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999294,0.000010818264,0.0000022601566,0.000008865452,0.000027366905,0.000021237869],"domain_scores_gemma":[0.9995902,0.00018385045,0.000051272455,0.000043603974,0.00009228356,0.000038832215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018409501,0.00018745518,0.00018822569,0.00055685156,0.00022797982,0.00027412438,0.0003272684,0.00037353256,0.0040159463],"category_scores_gemma":[0.00072092254,0.0001596686,0.00016181497,0.00024627885,0.00046262032,0.00017424519,0.00014067555,0.00014418973,0.0003691829],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019285287,0.00019209596,0.009093007,0.00022082713,0.00010262415,0.0010538545,0.0009052535,0.2286655,0.7267892,0.0074575027,0.0012360427,0.022355642],"study_design_scores_gemma":[0.00009830275,0.00067389425,0.0834991,0.00007207981,0.00006269957,0.0003534607,0.0006148318,0.77592176,0.13484167,0.0022975584,0.0014817426,0.00008297855],"about_ca_topic_score_codex":0.0013186409,"about_ca_topic_score_gemma":0.0014914697,"teacher_disagreement_score":0.0040159463,"about_ca_system_score_codex":0.0003701508,"about_ca_system_score_gemma":0.00017225558,"threshold_uncertainty_score":0.013434708},"labels":[],"label_agreement":null},{"id":"W3023560960","doi":"10.1111/mice.12556","title":"An integrated simulation method for coupled dynamic systems","year":2020,"lang":"en","type":"article","venue":"Computer-Aided Civil and Infrastructure Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Computer science; Multiphysics; Reuse; Coupling (piping); Interface (matter); Process (computing); Stability (learning theory); Finite element method; Software; Boundary (topology); Polygon mesh; Black box; Computational science; Algorithm; Mechanical engineering; Parallel computing; Engineering; Mathematics; Programming language; Structural engineering","score_opus":0.005324490026929226,"score_gpt":0.22013228817980893,"score_spread":0.2148077981528797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023560960","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0027214906,0.000038205646,0.9936878,0.000023719394,0.000047889007,0.000030348852,0.00004637208,0.0005174879,0.0028867233],"genre_scores_gemma":[0.25290126,0.00022253413,0.7352584,0.00010754,0.00006814401,0.00052360777,0.00038060662,0.0009817898,0.00955614],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99958724,0.00010065817,0.000021592119,0.000050726023,0.00019783218,0.000041954692],"domain_scores_gemma":[0.99950707,0.000192608,0.000031971944,0.00006512716,0.00016176292,0.00004145787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054156466,0.00084192085,0.0009825568,0.0005458949,0.00055486057,0.0007531669,0.0018694886,0.0011853143,0.008128667],"category_scores_gemma":[0.0014174809,0.00070837274,0.0009789752,0.00053247256,0.00045491848,0.00091117877,0.0015506439,0.0014143917,0.0015127604],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007669942,0.000102228994,0.00035924633,0.000102904894,0.00007950857,0.000090408925,0.00008415617,0.92531127,0.007305934,0.021276748,0.0012346014,0.043976378],"study_design_scores_gemma":[0.000009954059,0.00001314229,0.000025322839,0.0000048073944,0.0000074631917,0.000010116253,0.0000034594577,0.99698466,0.00048491164,0.0010341946,0.0014177989,0.000004283871],"about_ca_topic_score_codex":0.006125518,"about_ca_topic_score_gemma":0.0058414615,"teacher_disagreement_score":0.008128667,"about_ca_system_score_codex":0.00043289718,"about_ca_system_score_gemma":0.0013327193,"threshold_uncertainty_score":0.027193129},"labels":[],"label_agreement":null},{"id":"W3026930533","doi":"10.2140/memocs.2020.8.127","title":"Modeling the linear dynamics of continuous viscoelastic systems on their infinite-dimensional central subspace","year":2020,"lang":"en","type":"article","venue":"Mathematics and Mechanics of Complex Systems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Otto von Guericke University Magdeburg; College of Engineering, Michigan State University; Universität Duisburg-Essen; Bilkent Üniversitesi; Freie Universität Berlin; Università degli Studi dell'Aquila; Centre National de la Recherche Scientifique; University of North Carolina at Chapel Hill; Universität zu Köln; Università degli Studi di Pavia; Akademie Věd České Republiky; Université de Lyon; Universität Wien; McGill University; Universidad Rey Juan Carlos; Louisiana State University; University of Pittsburgh; Indian National Science Academy; Michigan State University; Carnegie Mellon University; Vanderbilt University; Wayne State University","keywords":"Viscoelasticity; Dynamics (music); Subspace topology; Mathematics; Mathematical analysis; Physics; Thermodynamics; Acoustics","score_opus":0.024377794131182656,"score_gpt":0.20908797994094028,"score_spread":0.18471018580975762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3026930533","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06709308,0.00017262886,0.92783326,0.000101181766,0.00002359612,0.000021581889,0.000030812054,0.00013115577,0.0045927498],"genre_scores_gemma":[0.8840777,0.0004338469,0.10988262,0.000038292477,0.000047525144,0.0001357457,0.000069016445,0.00004841509,0.0052668112],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99988854,0.000043212975,0.0000044370213,0.000021127895,0.00003021563,0.000012556853],"domain_scores_gemma":[0.99981445,0.000073765004,0.00004148534,0.000026829483,0.000028390488,0.00001509498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002938417,0.0004252647,0.0004584888,0.0003504832,0.00024029046,0.00076965964,0.00074263563,0.0006172245,0.00080609054],"category_scores_gemma":[0.00055985764,0.00015505051,0.00039283282,0.00034132806,0.0009961625,0.0011391785,0.000580233,0.0006222332,0.00019870662],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021615466,0.00005612579,0.000589709,0.000068133435,0.000021110154,0.00009761608,0.0001873213,0.78011227,0.012337536,0.19533579,0.00028160834,0.010891186],"study_design_scores_gemma":[0.0000012458515,0.000016284812,0.0000726843,0.0000033602275,0.0000017036276,0.000011247107,0.000014753691,0.9852615,0.0003994451,0.013743982,0.00047008938,0.0000036841654],"about_ca_topic_score_codex":0.00094669807,"about_ca_topic_score_gemma":0.0009488468,"teacher_disagreement_score":0.00094669807,"about_ca_system_score_codex":0.00032298136,"about_ca_system_score_gemma":0.00056095264,"threshold_uncertainty_score":0.0026966333},"labels":[],"label_agreement":null},{"id":"W3033847541","doi":"10.1007/s11012-020-01174-6","title":"Post-buckling of web-core sandwich plates based on classical continuum mechanics: success and needs for non-classical formulations","year":2020,"lang":"en","type":"article","venue":"Meccanica","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Tekes; Aalto-Yliopisto; Academy of Finland","keywords":"Buckling; Finite element method; Structural engineering; Continuum mechanics; Mechanics; Kinematics; Materials science; Bending; Plate theory; Context (archaeology); Structural mechanics; Classical mechanics; Physics; Composite material; Engineering; Geology","score_opus":0.012561277596203412,"score_gpt":0.22751246227878513,"score_spread":0.21495118468258173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3033847541","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36904,0.0014521381,0.5989394,0.00033319322,0.00015413907,0.000092231836,0.00008446994,0.0002766996,0.029627712],"genre_scores_gemma":[0.9722395,0.0003755643,0.019668648,0.000076808865,0.000036970763,0.00004713195,0.000031949916,0.000040109157,0.0074833613],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998311,0.00003584582,0.00000644148,0.000021664328,0.00008479193,0.000020238042],"domain_scores_gemma":[0.99971634,0.00011942544,0.000044902186,0.000044033866,0.000057225967,0.000018048262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037456147,0.00030241068,0.00032860055,0.00041987718,0.00022907055,0.0005683518,0.00088930863,0.00057272176,0.0017820488],"category_scores_gemma":[0.00062394433,0.00021336123,0.00035883582,0.00015586728,0.0010959374,0.0006150514,0.0004606059,0.000414311,0.0002569038],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012321718,0.00020241764,0.0016512065,0.00043349247,0.000042960146,0.0006697512,0.00021880555,0.73111284,0.10394663,0.13089754,0.0006631612,0.030037945],"study_design_scores_gemma":[0.0000026573757,0.000025040312,0.00048873364,0.000007097495,0.0000017355596,0.000046872206,0.000017135635,0.99016917,0.0028706999,0.0060943696,0.00026970156,0.0000068596382],"about_ca_topic_score_codex":0.00075863535,"about_ca_topic_score_gemma":0.0008333641,"teacher_disagreement_score":0.0017820488,"about_ca_system_score_codex":0.0003324651,"about_ca_system_score_gemma":0.00030167322,"threshold_uncertainty_score":0.005961597},"labels":[],"label_agreement":null},{"id":"W3035171109","doi":"10.1007/s00707-020-02696-6","title":"Aeroelastic analysis of rectangular plates coupled to sloshing fluid","year":2020,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Aeroelasticity; Inviscid flow; Flutter; Conservative vector field; Mechanics; Supersonic speed; Fluid–structure interaction; Aerodynamics; Boundary value problem; Slosh dynamics; Bernoulli's principle; Physics; Structural engineering; Classical mechanics; Compressibility; Mathematics; Mathematical analysis; Engineering; Finite element method","score_opus":0.010182121941667848,"score_gpt":0.2028311980634779,"score_spread":0.19264907612181006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035171109","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9114488,0.0005552068,0.07262413,0.00027415066,0.00008436567,0.00006776438,0.00011742226,0.00022473752,0.014603545],"genre_scores_gemma":[0.9948085,0.00013561273,0.0010180275,0.000020536861,0.000014112504,0.000012977636,0.000028880913,0.00002820796,0.0039331308],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998522,0.000029645167,0.0000047813674,0.000033666267,0.000042274183,0.000037401594],"domain_scores_gemma":[0.99969447,0.00013216367,0.000048385828,0.000020076235,0.000063523956,0.00004145378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022923814,0.00077119836,0.0007098632,0.00061491254,0.00035008197,0.00067385554,0.000608338,0.000978372,0.002133173],"category_scores_gemma":[0.0007646282,0.00038095057,0.0006035816,0.0003266459,0.0013740825,0.00046639348,0.00093685876,0.00050036615,0.00026298847],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037238342,0.00010055728,0.0027748172,0.00019465655,0.00009784781,0.0013283812,0.00026998643,0.82901216,0.1535872,0.005459072,0.00039563284,0.0064074434],"study_design_scores_gemma":[0.000013338985,0.00006509734,0.002605005,0.00000590421,0.000009404303,0.0000463507,0.00007660267,0.993566,0.0030302017,0.000369265,0.0002013586,0.000011455688],"about_ca_topic_score_codex":0.00867706,"about_ca_topic_score_gemma":0.003746442,"teacher_disagreement_score":0.00867706,"about_ca_system_score_codex":0.0003808191,"about_ca_system_score_gemma":0.0005623188,"threshold_uncertainty_score":0.0172531},"labels":[],"label_agreement":null},{"id":"W3037167518","doi":"10.4208/aamm.oa-2019-0203","title":"Harmonic Standing-Wave Excitations of Simply-Supported Thick-Walled Hollow Elastic Circular Cylinders: Exact 3D Linear Elastodynamic Response","year":2020,"lang":"en","type":"preprint","venue":"Advances in Applied Mathematics and Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Research Foundation","keywords":"Isotropy; Cylinder; Displacement (psychology); Parametric statistics; Vibration; Displacement field; Harmonic; Mathematical analysis; Boundary value problem; Linear elasticity; Field (mathematics); Mathematics; Physics; Mechanics; Classical mechanics; Geometry; Acoustics; Optics; Finite element method","score_opus":0.02006383301701011,"score_gpt":0.2542331469609,"score_spread":0.23416931394388987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3037167518","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87742597,0.00021698071,0.11061872,0.00021114253,0.000030024106,0.00002792947,0.0001301849,0.00019117899,0.011147832],"genre_scores_gemma":[0.99085426,0.00007509785,0.006872396,0.000021577602,0.000005582526,0.000019995357,0.00006220543,0.000023366754,0.0020654316],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987733,0.000025245556,0.0000051499237,0.0000142334375,0.000054899105,0.000023111787],"domain_scores_gemma":[0.9997726,0.00011489512,0.000035669,0.000031049818,0.000029464063,0.00001642898],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017984683,0.00035198647,0.0002950162,0.00019088032,0.00022702562,0.00052352087,0.0004838325,0.001035583,0.0014957528],"category_scores_gemma":[0.0006847007,0.00017741496,0.00031625232,0.000158552,0.00070660014,0.0003575408,0.0006209346,0.00036379986,0.00021306159],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018036137,0.000045313685,0.0014218012,0.00014746198,0.000022697663,0.00083734083,0.0004076233,0.8866442,0.08727355,0.013748337,0.00041312026,0.008858225],"study_design_scores_gemma":[0.000007300494,0.0000182845,0.0004516983,0.0000054175007,0.000001997889,0.00006431389,0.000051864736,0.9937649,0.0042399513,0.0011815382,0.00020483052,0.000007899688],"about_ca_topic_score_codex":0.0016232328,"about_ca_topic_score_gemma":0.0011914076,"teacher_disagreement_score":0.0016232328,"about_ca_system_score_codex":0.00022326435,"about_ca_system_score_gemma":0.00035181487,"threshold_uncertainty_score":0.0050037503},"labels":[],"label_agreement":null},{"id":"W3048933197","doi":"10.11575/prism/37692","title":"On Verification of Load Models for Frequency Response Using PMU Data","year":2020,"lang":"en","type":"dissertation","venue":"Open MIND","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Alberta Electric System Operator","keywords":"Computer science","score_opus":0.1032280765294684,"score_gpt":0.34372920891119624,"score_spread":0.24050113238172782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3048933197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74583954,0.00016777578,0.2228001,0.0003863306,0.000116379706,0.0005245309,0.0030223916,0.0036288816,0.02351409],"genre_scores_gemma":[0.97215265,0.000078167854,0.024098,0.000033847213,0.000006670125,0.00015232763,0.0013328635,0.000188935,0.0019565704],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990312,0.00028304025,0.0000655183,0.00015542658,0.00038058875,0.00008426897],"domain_scores_gemma":[0.99667275,0.0018010184,0.00018951582,0.00054287614,0.0007496032,0.000044190732],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00197644,0.00075903843,0.000530636,0.00054374634,0.0006328422,0.0011988173,0.0011766864,0.0009111245,0.004053645],"category_scores_gemma":[0.00905648,0.00027607867,0.0005873994,0.00058401085,0.00028202575,0.0008530738,0.00043381218,0.00067336153,0.0012022685],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046117167,0.0003810696,0.015065939,0.00025196554,0.000042559877,0.00019786549,0.00039492134,0.9064509,0.017845986,0.003966166,0.00208883,0.052852668],"study_design_scores_gemma":[0.000026320124,0.000111011774,0.0049080546,0.000031539632,0.000009348766,0.00003070793,0.000109738125,0.9817614,0.011243872,0.0003640092,0.001386205,0.000017832335],"about_ca_topic_score_codex":0.023445932,"about_ca_topic_score_gemma":0.0153992055,"teacher_disagreement_score":0.023445932,"about_ca_system_score_codex":0.0007907972,"about_ca_system_score_gemma":0.0011263089,"threshold_uncertainty_score":0.04661894},"labels":[],"label_agreement":null},{"id":"W3083797297","doi":"10.1115/1.4048391","title":"Damping Mechanisms in Cable-Harnessed Structures for Space Applications: Experimental Validation","year":2020,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Beam (structure); Modal; Zigzag; Frequency response; Structural engineering; Modal analysis; Viscous damping; Acoustics; Physics; Engineering; Materials science; Vibration; Finite element method; Electrical engineering; Mathematics; Geometry; Composite material","score_opus":0.013710348679196401,"score_gpt":0.2464288424943505,"score_spread":0.23271849381515408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3083797297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98090804,0.00024502675,0.017239423,0.000028821836,0.000025605696,0.000052506115,0.00020090523,0.00019413735,0.0011054701],"genre_scores_gemma":[0.9955817,0.00012500447,0.0034544629,0.0000057445654,0.00000440507,0.00004592811,0.00010334693,0.000014694661,0.0006647941],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996344,0.000056968085,0.000015426887,0.000059260827,0.00019333152,0.00004076314],"domain_scores_gemma":[0.9992781,0.00019969488,0.000112281574,0.0001669293,0.00020085614,0.000042099],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060761307,0.0006477501,0.00023534441,0.00038269247,0.00022814008,0.00024137266,0.0006762165,0.0004896048,0.0017954756],"category_scores_gemma":[0.0011866638,0.00018480748,0.00018374427,0.00021753841,0.0004547507,0.0003963913,0.00048165914,0.00035767938,0.00042250764],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028832458,0.00030219473,0.004331552,0.00028702774,0.0000233488,0.0002956457,0.00055008905,0.016522577,0.96114033,0.0008713244,0.00035669145,0.0150309475],"study_design_scores_gemma":[0.00006551967,0.0036565987,0.009122989,0.00008015321,0.000031662912,0.00022416007,0.00027476612,0.049120627,0.93230385,0.00026800166,0.00482718,0.000024417088],"about_ca_topic_score_codex":0.0003244631,"about_ca_topic_score_gemma":0.00038094947,"teacher_disagreement_score":0.0017954756,"about_ca_system_score_codex":0.00017519997,"about_ca_system_score_gemma":0.00015566737,"threshold_uncertainty_score":0.0060064197},"labels":[],"label_agreement":null},{"id":"W3087045584","doi":"10.1016/j.jsv.2020.115729","title":"Dynamics of a shrouded cantilevered pipe subjected to internal and annular flows","year":2020,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Annulus (botany); Mechanics; Pipe flow; Flow (mathematics); Flutter; Cantilever; Tube (container); Axial symmetry; Concentric; Slosh dynamics; Engineering; Structural engineering; Materials science; Physics; Aerodynamics; Mechanical engineering; Geometry; Mathematics; Turbulence","score_opus":0.007707231832489473,"score_gpt":0.2071694220783437,"score_spread":0.19946219024585424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3087045584","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98317164,0.000054014872,0.0095112305,0.00026009855,0.000049014554,0.000036015444,0.00010676602,0.000119696175,0.006691485],"genre_scores_gemma":[0.99625,0.00003203709,0.0005979349,0.00002108774,0.0000083563855,0.000012250512,0.00004465603,0.000015973032,0.0030177385],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998153,0.000038635662,0.000008757641,0.000041148945,0.00004237498,0.000053769112],"domain_scores_gemma":[0.9996152,0.000115316645,0.0000495428,0.000023481902,0.00006523548,0.00013128018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037454683,0.00040842762,0.00086106715,0.0004524506,0.0009658663,0.0010218127,0.0006475019,0.0017299923,0.004591871],"category_scores_gemma":[0.0008019777,0.00038365077,0.0005814676,0.00021787074,0.0019032139,0.00064912107,0.0013334639,0.00074600626,0.00038011622],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001378506,0.00036798703,0.0114063565,0.00015152874,0.00012478068,0.005981148,0.0013735703,0.7949143,0.1679817,0.007005376,0.0011366239,0.008178137],"study_design_scores_gemma":[0.00007054812,0.0005399065,0.012560716,0.000016531601,0.000031912998,0.00018444436,0.0004247424,0.9811756,0.0038754053,0.000673303,0.00040073151,0.000046117733],"about_ca_topic_score_codex":0.0060431357,"about_ca_topic_score_gemma":0.00234847,"teacher_disagreement_score":0.0060431357,"about_ca_system_score_codex":0.00044935226,"about_ca_system_score_gemma":0.0007946623,"threshold_uncertainty_score":0.015361369},"labels":[],"label_agreement":null},{"id":"W3087995916","doi":"10.1186/s42787-020-00102-7","title":"Bifurcation analysis of a composite cantilever beam via 1:3 internal resonance","year":2020,"lang":"en","type":"article","venue":"Journal of the Egyptian Mathematical Society","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Control theory (sociology); Bifurcation; Mathematics; Attractor; Nonlinear system; Parametric statistics; Perturbation (astronomy); Multiple-scale analysis; Saddle-node bifurcation; Computer simulation; Mathematical analysis; Physics; Computer science","score_opus":0.008476188440500099,"score_gpt":0.2135104147778815,"score_spread":0.2050342263373814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3087995916","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7530296,0.00015784889,0.23920628,0.00016198885,0.000035505178,0.000036296,0.000030886353,0.00019258643,0.007148938],"genre_scores_gemma":[0.9916745,0.00003296126,0.0072773225,0.00001035481,0.000003164765,0.000015767639,0.0000068231334,0.000007866645,0.0009713164],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994636,0.000013240736,0.0000016910523,0.000010454365,0.00002175258,0.0000065616387],"domain_scores_gemma":[0.99988544,0.000052612922,0.000023356462,0.000010714334,0.000019663968,0.000008147819],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001714286,0.00021060053,0.00025744297,0.0002600617,0.00026550607,0.00023583273,0.00021460354,0.00044750865,0.0011062309],"category_scores_gemma":[0.00030220544,0.00013342765,0.00033060662,0.0000814852,0.00039780824,0.00023074506,0.00025346794,0.00024278661,0.00007704054],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012734073,0.00006418825,0.002642162,0.000112429894,0.000048261787,0.0006239997,0.00025762248,0.78802615,0.17750958,0.018946527,0.0003522597,0.011289491],"study_design_scores_gemma":[0.0000039450597,0.00002372184,0.00045688232,0.0000024097967,0.0000030316558,0.000026389074,0.000011116613,0.9965558,0.0021604998,0.0006442303,0.0001087585,0.0000032173596],"about_ca_topic_score_codex":0.0009887537,"about_ca_topic_score_gemma":0.000565429,"teacher_disagreement_score":0.0011062309,"about_ca_system_score_codex":0.0002240747,"about_ca_system_score_gemma":0.0001940162,"threshold_uncertainty_score":0.0037007332},"labels":[],"label_agreement":null},{"id":"W3089399380","doi":"10.1016/b978-008043948-8/50174-0","title":"Modelling of Cable Vibration Effects of Cable-stayed Bridges","year":2001,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Structural engineering; Vibration; Engineering; Acoustics; Physics","score_opus":0.010732596174290588,"score_gpt":0.19268189194509583,"score_spread":0.18194929577080524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3089399380","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3256222,0.001576849,0.6404696,0.00014688383,0.00009878633,0.000040880932,0.0001969854,0.0005798569,0.031267993],"genre_scores_gemma":[0.9772544,0.0005283939,0.008018981,0.00001131965,0.00002020505,0.00002252805,0.00010002441,0.000060565773,0.013983676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990845,0.000020591262,0.0000035575097,0.0000127689555,0.000041195817,0.000013336827],"domain_scores_gemma":[0.9999025,0.000051896615,0.000011735408,0.000009320056,0.00001813085,0.0000064958085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014030877,0.00046978946,0.0004255228,0.00022150423,0.0001684459,0.0005088429,0.000789921,0.00094593584,0.0028722822],"category_scores_gemma":[0.00041983917,0.00030219162,0.0004165191,0.0002646506,0.0002730846,0.0005578753,0.00034495728,0.00031048732,0.00038552316],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000048967137,0.000017898463,0.00033670146,0.00005501361,0.000013251391,0.000106364096,0.000080015714,0.9706736,0.013152364,0.0020055177,0.00036297942,0.013147316],"study_design_scores_gemma":[0.0000053168187,0.000032675864,0.0006163044,0.000009406594,0.0000076147126,0.000042220392,0.000022017226,0.9960737,0.0016898211,0.0007933094,0.00070308766,0.0000044486683],"about_ca_topic_score_codex":0.003333385,"about_ca_topic_score_gemma":0.002453985,"teacher_disagreement_score":0.003333385,"about_ca_system_score_codex":0.0002580551,"about_ca_system_score_gemma":0.00022662595,"threshold_uncertainty_score":0.009608746},"labels":[],"label_agreement":null},{"id":"W3090230126","doi":"10.1115/1.4047881","title":"Damping Mechanisms in Cable-Harnessed Structures for Space Applications: Analytical Modeling","year":2020,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; Stiffness; Homogenization (climate); Computer science; Transfer function; Aerospace; Transverse plane; Vibration control; Structural engineering; Control theory (sociology); Engineering; Physics; Acoustics; Aerospace engineering","score_opus":0.018159586532837488,"score_gpt":0.24652526609363346,"score_spread":0.22836567956079595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3090230126","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46921176,0.0017638764,0.50510234,0.00030300065,0.000044780954,0.00007542678,0.0001317102,0.00030302754,0.0230641],"genre_scores_gemma":[0.98747706,0.00060785416,0.0077343215,0.00001587966,0.000009603095,0.000045255794,0.000030587104,0.000021306698,0.0040580467],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999286,0.000016821494,0.000002168129,0.000011888012,0.000030776017,0.000009814857],"domain_scores_gemma":[0.9998971,0.000037906302,0.000025928957,0.000011529236,0.000020874319,0.000006580811],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017186595,0.00043670286,0.00025407813,0.00031781345,0.00019845497,0.00047754424,0.00057337555,0.000768851,0.0010022364],"category_scores_gemma":[0.00039391904,0.00018616345,0.00032736734,0.00026167635,0.0005290895,0.00040985004,0.00039498246,0.00030917994,0.00030102505],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028653149,0.000040253453,0.0011320517,0.0000780562,0.0000101052265,0.00026009654,0.00021738409,0.9446533,0.032193422,0.012151631,0.00028461948,0.008950455],"study_design_scores_gemma":[0.0000026456162,0.000021295653,0.00019496468,0.000008594422,0.0000020908437,0.000029001998,0.000023154647,0.99712986,0.0013510155,0.0008143226,0.00042011324,0.0000029701328],"about_ca_topic_score_codex":0.0015654385,"about_ca_topic_score_gemma":0.00097365555,"teacher_disagreement_score":0.0015654385,"about_ca_system_score_codex":0.0002931883,"about_ca_system_score_gemma":0.00028878808,"threshold_uncertainty_score":0.0033527613},"labels":[],"label_agreement":null},{"id":"W3093438875","doi":"10.1007/s11071-020-06007-5","title":"Nonlinear vibrations of a fluid-filled, soft circular shell: experiments and system identification","year":2020,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shell (structure); Vibration; Amplitude; Mechanics; Materials science; Nonlinear system; Stiffness; Softening; Structural engineering; Physics; Composite material; Acoustics; Optics; Engineering","score_opus":0.011032385909968852,"score_gpt":0.22329574525803886,"score_spread":0.21226335934807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3093438875","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928893,0.00004281491,0.0063294354,0.00004128924,0.000009681066,0.000014787677,0.000035257395,0.00005484996,0.0005825788],"genre_scores_gemma":[0.9976902,0.000020867177,0.0017095279,0.000007382885,0.0000024224348,0.0000090907915,0.000022244876,0.0000092975915,0.0005290111],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997485,0.00004476211,0.000014849108,0.000053809486,0.000098424396,0.000039531744],"domain_scores_gemma":[0.9992939,0.00037743011,0.00007789717,0.00009999076,0.0000819052,0.00006875982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050039403,0.00031412306,0.00034336612,0.00021856984,0.00043889764,0.00027999465,0.0005238418,0.00071332545,0.0012627527],"category_scores_gemma":[0.0012132596,0.00021981502,0.00023424033,0.00014504968,0.00080217415,0.0005536687,0.00069517776,0.0003490853,0.00018736906],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014039053,0.00034868784,0.0029802392,0.00014424324,0.000018132996,0.0002542137,0.0005223718,0.023760187,0.96053284,0.00048394466,0.00018014162,0.009371087],"study_design_scores_gemma":[0.00020936628,0.002695713,0.016235057,0.00004122627,0.00004467398,0.00035151246,0.00038821815,0.45944944,0.51916724,0.0004914433,0.00085894,0.000067108755],"about_ca_topic_score_codex":0.0008580703,"about_ca_topic_score_gemma":0.00065789005,"teacher_disagreement_score":0.0012627527,"about_ca_system_score_codex":0.00016208738,"about_ca_system_score_gemma":0.0002489269,"threshold_uncertainty_score":0.00422436},"labels":[],"label_agreement":null},{"id":"W3098984348","doi":"10.1115/detc2001/vib-21551","title":"Effects of Initial Geometric Imperfections on Parametric Instability of Rectangular Plates","year":2001,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec à Chicoutimi","funders":"","keywords":"Isotropy; Parametric statistics; Plate theory; Deflection (physics); Vibration; Instability; Stiffness; Normal mode; Imperfect; Structural engineering; Geometry; Mechanics; Mathematics; Physics; Classical mechanics; Optics; Engineering; Acoustics","score_opus":0.006364337167101521,"score_gpt":0.2357917922881605,"score_spread":0.22942745512105897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3098984348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9825915,0.00022531068,0.0143368365,0.000028530914,0.000010022688,0.000018443161,0.000025919167,0.00010487518,0.0026585169],"genre_scores_gemma":[0.99919647,0.000039661034,0.0005969348,0.0000023848281,0.0000013258033,0.0000023483205,0.000005942529,0.0000038271264,0.00015118264],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976724,0.000032508673,0.000008919686,0.000028778328,0.00011072778,0.000051852345],"domain_scores_gemma":[0.99904305,0.0005358178,0.00018063263,0.00012150023,0.00009009587,0.000028759374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003090164,0.00038265032,0.0002653798,0.00031243527,0.00017861041,0.0003230879,0.00040961453,0.00023508315,0.0016178587],"category_scores_gemma":[0.0016035464,0.00020574279,0.00021665683,0.000118000644,0.000781785,0.00019547722,0.00033722288,0.00026023705,0.00018846597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005921827,0.000059314498,0.002388359,0.000201437,0.00002487442,0.0008672373,0.0002268654,0.12330413,0.8610201,0.0013090891,0.000079623875,0.00992686],"study_design_scores_gemma":[0.000019508514,0.0008505689,0.010242257,0.000020333679,0.000040281386,0.00036870118,0.00013812628,0.17949885,0.80783945,0.00038253816,0.0005689662,0.000030426438],"about_ca_topic_score_codex":0.00059839664,"about_ca_topic_score_gemma":0.0004341715,"teacher_disagreement_score":0.0016178587,"about_ca_system_score_codex":0.00022879597,"about_ca_system_score_gemma":0.00015051631,"threshold_uncertainty_score":0.005412221},"labels":[],"label_agreement":null},{"id":"W3100981624","doi":"10.1115/detc2001/vib-21565","title":"Nonlinearly Coupled in-Plane and Transverse Vibrations of a Spinning Disk","year":2001,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Inertia; Galerkin method; Nonlinear system; Vibration; Physics; Spinning; Transverse plane; Plane (geometry); Classical mechanics; Mechanics; Perturbation (astronomy); Mathematics; Geometry; Engineering; Acoustics; Structural engineering; Mechanical engineering","score_opus":0.0062496397852473086,"score_gpt":0.20648190031308253,"score_spread":0.20023226052783522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3100981624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93456656,0.00012174034,0.05823391,0.00010686731,0.000037031354,0.000029305555,0.000029706023,0.000052990104,0.006821919],"genre_scores_gemma":[0.9958442,0.00007127164,0.0017710504,0.000016006774,0.000008622862,0.000009797827,0.000012524861,0.000006463949,0.0022600356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998865,0.000028954819,0.000004317694,0.000018488876,0.00004379133,0.00001796363],"domain_scores_gemma":[0.99985313,0.000044536337,0.00003553009,0.00001810188,0.000021842638,0.000026922895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016916716,0.00036531917,0.0004968449,0.00020421327,0.00025602375,0.00047953395,0.0003315668,0.0004237179,0.0010735148],"category_scores_gemma":[0.00047700535,0.00023319545,0.0002398844,0.00014648952,0.00088534626,0.00043300574,0.0005822007,0.00027205292,0.00015359344],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019994071,0.000094466835,0.0021754878,0.00008786068,0.00007195676,0.0007355805,0.0002517905,0.8943055,0.08180314,0.013655652,0.00027190533,0.006346735],"study_design_scores_gemma":[0.0000090317335,0.000035160116,0.0004837835,0.0000019385834,0.0000055185246,0.000030148674,0.000021384136,0.9963056,0.0019920454,0.0009867423,0.00012235122,0.000006398255],"about_ca_topic_score_codex":0.0017784357,"about_ca_topic_score_gemma":0.0010044053,"teacher_disagreement_score":0.0017784357,"about_ca_system_score_codex":0.00020882336,"about_ca_system_score_gemma":0.00029230828,"threshold_uncertainty_score":0.0035912395},"labels":[],"label_agreement":null},{"id":"W3104599406","doi":"10.1115/detc2001/vib-21434","title":"Parametric Vibration of Viscoelastic Moving Belts Using Standard Linear Solid Model","year":2001,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Viscoelasticity; Vibration; Parametric statistics; Stability (learning theory); Mathematical analysis; Amplitude; Resonance (particle physics); Mathematics; Physics; Tension (geology); Classical mechanics; Computer science; Acoustics; Thermodynamics; Optics","score_opus":0.0171492326962941,"score_gpt":0.2579904138979659,"score_spread":0.2408411812016718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3104599406","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7437088,0.0002901453,0.24967423,0.00016455802,0.00003477219,0.000026174612,0.000034844626,0.00017333135,0.0058932486],"genre_scores_gemma":[0.9907975,0.00009216708,0.0077630794,0.00000785419,0.0000047249587,0.000012729729,0.000016044136,0.000006391095,0.0012994127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999051,0.000022727234,0.000004932507,0.000016250322,0.00004051672,0.000010514014],"domain_scores_gemma":[0.99989486,0.000052993008,0.000019814659,0.000014368983,0.000012316961,0.000005708516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021717428,0.00035621747,0.00029678983,0.0003196558,0.00013418886,0.00037815378,0.0003763556,0.0005548185,0.0013117115],"category_scores_gemma":[0.00043553548,0.00011908102,0.00028567886,0.00023708351,0.00043810843,0.00052377593,0.0003121286,0.00021354541,0.00015652229],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025637765,0.0001253697,0.0014011761,0.0001729691,0.00003351516,0.0004995616,0.00022078236,0.66345793,0.25661287,0.052630845,0.00036051235,0.024228076],"study_design_scores_gemma":[0.0000067989713,0.00003897697,0.00014291774,0.000002626364,0.0000023245273,0.000019275834,0.000009470049,0.9947218,0.0036456573,0.0012737135,0.0001326282,0.0000038111139],"about_ca_topic_score_codex":0.00044670526,"about_ca_topic_score_gemma":0.0002923799,"teacher_disagreement_score":0.0013117115,"about_ca_system_score_codex":0.00016479762,"about_ca_system_score_gemma":0.00012516398,"threshold_uncertainty_score":0.0043881536},"labels":[],"label_agreement":null},{"id":"W3119130501","doi":"10.1007/s42452-020-04062-6","title":"Forced free vibrations of a square plate","year":2021,"lang":"en","type":"article","venue":"SN Applied Sciences","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Square (algebra); Vibration; Mathematics; Mathematical analysis; Mechanics; Volume (thermodynamics); Physics; Classical mechanics; Geometry; Acoustics; Thermodynamics","score_opus":0.011585466564556085,"score_gpt":0.2186606025275195,"score_spread":0.20707513596296342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3119130501","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98152953,0.000051078754,0.015677728,0.000059788912,0.000057579757,0.000014193313,0.000042146905,0.00011277053,0.0024551929],"genre_scores_gemma":[0.99588746,0.0000112496955,0.0029210537,0.000010851182,0.0000033871838,0.000007704575,0.000021359308,0.0000067978954,0.001130054],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982446,0.000021547065,0.0000060848497,0.000036706908,0.00007861913,0.000032538665],"domain_scores_gemma":[0.99965084,0.00015035484,0.00002635491,0.00006224987,0.00006334369,0.000046806144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023350534,0.0002930072,0.00025633004,0.00015310681,0.00024669367,0.0003087543,0.00046480904,0.0005224997,0.0027795183],"category_scores_gemma":[0.00079895026,0.0002044724,0.0001709595,0.000099890305,0.0008288247,0.00027797688,0.00040552256,0.00030510098,0.00025349983],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00094516645,0.00016454945,0.0020676646,0.00017469887,0.0000551868,0.0010835689,0.00027481513,0.16064213,0.81442213,0.004037524,0.00053575594,0.015596898],"study_design_scores_gemma":[0.00016249124,0.0010389709,0.006170134,0.00002397139,0.000020017025,0.0002511458,0.00014360616,0.82434255,0.16520129,0.0012635818,0.0013349648,0.000047276193],"about_ca_topic_score_codex":0.0008842077,"about_ca_topic_score_gemma":0.00059200195,"teacher_disagreement_score":0.0027795183,"about_ca_system_score_codex":0.00017043993,"about_ca_system_score_gemma":0.00027108716,"threshold_uncertainty_score":0.009298384},"labels":[],"label_agreement":null},{"id":"W3123191368","doi":"10.1016/j.compstruct.2021.113602","title":"Experimental investigation of prepreg tackiness in automated fiber placement","year":2021,"lang":"en","type":"article","venue":"Composite Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Bombardier","keywords":"Fiber; Materials science; Composite material; Computer science; Engineering drawing; Engineering","score_opus":0.007376502923136724,"score_gpt":0.23638752521119397,"score_spread":0.22901102228805725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3123191368","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951727,0.00003726491,0.004220011,0.000007995356,0.000019601976,0.000015015074,0.00002878132,0.000040981395,0.00045763288],"genre_scores_gemma":[0.99563307,0.00003188756,0.0031323903,0.000006380937,0.000005935001,0.000010809775,0.000028607798,0.000019739879,0.0011310757],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99940217,0.00007197558,0.000024709489,0.00011368771,0.00026118825,0.00012640664],"domain_scores_gemma":[0.99830085,0.0006561864,0.0003187772,0.00026409092,0.00036658678,0.000093578856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004363084,0.00045883286,0.00029915993,0.00033717742,0.0006362458,0.00033676205,0.00055317074,0.0007239908,0.003014637],"category_scores_gemma":[0.0017722212,0.0003585737,0.00021767225,0.00033931714,0.0005606656,0.00052997307,0.00044996457,0.00042745966,0.00034486945],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007857104,0.000342543,0.0009162582,0.0000623589,0.0000058644405,0.00011208439,0.0001985034,0.0018452129,0.9880262,0.00013733731,0.000059222424,0.0075087175],"study_design_scores_gemma":[0.00004306935,0.004095797,0.0086042695,0.000011869175,0.00002018903,0.00013690453,0.0002501893,0.012988808,0.97309566,0.000069213434,0.00066520314,0.000018828512],"about_ca_topic_score_codex":0.0006021848,"about_ca_topic_score_gemma":0.0009893535,"teacher_disagreement_score":0.003014637,"about_ca_system_score_codex":0.00023388302,"about_ca_system_score_gemma":0.00030968853,"threshold_uncertainty_score":0.010084927},"labels":[],"label_agreement":null},{"id":"W3126791537","doi":"10.1115/1.4048888","title":"Optimal Geometry for Cable Wrapping to Minimize Dynamic Impacts on Cable-Harnessed Beam Structures","year":2020,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"China Scholarship Council; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Beam (structure); Modal; Optimal design; Homogenization (climate); Power cable; Equivalence (formal languages); Structural engineering; Computer science; Materials science; Engineering; Mathematics; Composite material","score_opus":0.010998129063052853,"score_gpt":0.23836031000425165,"score_spread":0.22736218094119878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3126791537","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70552963,0.00020526373,0.286035,0.00008554348,0.000030540235,0.00006554844,0.0001284559,0.0002688947,0.0076511726],"genre_scores_gemma":[0.9592776,0.000097015465,0.039825987,0.0000090566755,0.000004395686,0.00003668272,0.000040866173,0.000030034966,0.0006784327],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985707,0.000029523682,0.000006512472,0.0000331295,0.00004304512,0.00003070823],"domain_scores_gemma":[0.9998124,0.000038286806,0.000067735695,0.000022113652,0.00004642558,0.000012995285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002035397,0.0006519793,0.0003685422,0.0004741385,0.00016825297,0.00040971508,0.0003081453,0.00039830554,0.0013545171],"category_scores_gemma":[0.00072019873,0.00025495052,0.00019238591,0.00025142689,0.00033048276,0.00035451865,0.00036139722,0.00015738253,0.00032631287],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019611279,0.00009778656,0.0029560672,0.00020429702,0.00004175988,0.00044427012,0.0001613569,0.67933,0.2707111,0.006311643,0.0007550014,0.038790606],"study_design_scores_gemma":[0.00007502654,0.0010955307,0.004758535,0.00005744042,0.00008572598,0.00039383065,0.00033746313,0.8344488,0.15178502,0.0030330117,0.0038770547,0.00005258181],"about_ca_topic_score_codex":0.00064229115,"about_ca_topic_score_gemma":0.00097567483,"teacher_disagreement_score":0.0013545171,"about_ca_system_score_codex":0.0003317976,"about_ca_system_score_gemma":0.00045084517,"threshold_uncertainty_score":0.004531324},"labels":[],"label_agreement":null},{"id":"W3126872430","doi":"10.1016/j.jsv.2021.115998","title":"Nonlinear vibrations of beams with bilinear hysteresis at supports: interpretation of experimental results","year":2021,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; Stiffness; Nonlinear system; Beam (structure); Bilinear interpolation; Boundary value problem; Displacement (psychology); Hysteresis; Mechanics; Physics; Structural engineering; Mathematical analysis; Mathematics; Acoustics; Engineering; Optics","score_opus":0.007726795654038513,"score_gpt":0.23378487713237653,"score_spread":0.226058081478338,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3126872430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9921068,0.00011910594,0.006300443,0.0000350077,0.000010288781,0.000026582971,0.00006865368,0.000034226858,0.0012989132],"genre_scores_gemma":[0.99886763,0.00004299305,0.0007289355,0.000005385842,0.0000024894061,0.000011519672,0.000026426871,0.0000043666732,0.00031021636],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995988,0.00005620485,0.000018336357,0.000059105314,0.00017332271,0.00009421487],"domain_scores_gemma":[0.99805486,0.001146432,0.00013170477,0.00024407133,0.00034600156,0.00007697584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063563057,0.00047521156,0.00038621837,0.00040445066,0.0005398724,0.00043513897,0.00081307365,0.00070864044,0.0063825757],"category_scores_gemma":[0.0022747458,0.00034106948,0.0002687661,0.00034281204,0.0010984647,0.00061297335,0.0005239175,0.0003673032,0.00049827126],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018479716,0.00024352025,0.005200881,0.00018511897,0.000016234844,0.00013451776,0.00039571218,0.00606638,0.97667503,0.0006936142,0.00012635544,0.008414756],"study_design_scores_gemma":[0.00011151771,0.0010656337,0.02758911,0.000041237243,0.000051823718,0.00017597871,0.00066533196,0.07821643,0.89069915,0.00071235775,0.0006321015,0.000039370883],"about_ca_topic_score_codex":0.0012778686,"about_ca_topic_score_gemma":0.0012064334,"teacher_disagreement_score":0.0063825757,"about_ca_system_score_codex":0.00022530482,"about_ca_system_score_gemma":0.00026902684,"threshold_uncertainty_score":0.021351874},"labels":[],"label_agreement":null},{"id":"W3129282460","doi":"10.1115/imece2020-23141","title":"The Flow Dynamics of Stranded Cables","year":2020,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Particle image velocimetry; Vorticity; Wake; Reynolds number; Flow (mathematics); Dynamics (music); Mechanics; Overhead (engineering); Vortex; Physics; Computer science; Engineering; Acoustics; Electrical engineering; Turbulence","score_opus":0.006040280497327223,"score_gpt":0.17683159037892954,"score_spread":0.17079130988160232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3129282460","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895865,0.000093149036,0.009723038,0.0000145416825,0.0000070974525,0.0000063112448,0.000055806624,0.000045616292,0.00046796666],"genre_scores_gemma":[0.9977428,0.00005508986,0.0016076588,0.0000033386245,0.0000036208057,0.0000044693415,0.000049911087,0.0000046172254,0.0005285223],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99995637,0.0000070076167,0.0000018349172,0.000012442062,0.000011861468,0.000010458159],"domain_scores_gemma":[0.9998578,0.000036820467,0.00004157601,0.000008557714,0.0000368303,0.000018356755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008680182,0.00017172539,0.0001245367,0.0005150079,0.00016983629,0.00025256764,0.00009432499,0.00012769621,0.00076592335],"category_scores_gemma":[0.0002181289,0.000083970095,0.00007849236,0.00016884197,0.0002654304,0.00025312306,0.00017866168,0.000187346,0.0000733206],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031201987,0.00010845255,0.033992164,0.000083009734,0.000029219356,0.00074774696,0.00052047695,0.14466329,0.7805559,0.0034525713,0.00035312746,0.035182066],"study_design_scores_gemma":[0.000050273717,0.00094265305,0.09100239,0.000040263913,0.000024854444,0.00049053616,0.0005608094,0.69529957,0.2041623,0.003768092,0.0035905135,0.00006771801],"about_ca_topic_score_codex":0.0009753575,"about_ca_topic_score_gemma":0.0005644084,"teacher_disagreement_score":0.0009753575,"about_ca_system_score_codex":0.00023823259,"about_ca_system_score_gemma":0.00014381844,"threshold_uncertainty_score":0.0025622845},"labels":[],"label_agreement":null},{"id":"W3130185939","doi":"10.1115/imece2020-24265","title":"Nonlinear Vibrations of Model PWR Fuel Assemblies: Part 2 — Interpretation of Results Using Bilinear Stiffness Model","year":2020,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Rod; Bilinear interpolation; Materials science; Nonlinear system; Mechanics; Vibration; Hysteresis; Nuclear fuel; Structural engineering; Physics; Engineering; Acoustics; Computer science; Nuclear physics","score_opus":0.0357099276198316,"score_gpt":0.26561321854280845,"score_spread":0.22990329092297684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3130185939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90965044,0.00008539019,0.086423285,0.00004271992,0.0000114333525,0.00007338945,0.0002019129,0.00028802652,0.0032234068],"genre_scores_gemma":[0.9944946,0.000034503457,0.004500584,0.0000038126318,0.0000011696692,0.000039133643,0.00004746814,0.000016076077,0.00086260535],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982256,0.000040817107,0.000009143714,0.000042690866,0.000061524406,0.000023277835],"domain_scores_gemma":[0.9996946,0.00016783054,0.000033103275,0.00004961227,0.000044564535,0.000010288713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004040206,0.00051247474,0.0003600514,0.00029720066,0.00016468468,0.00026627266,0.0005006204,0.00046739465,0.0033837543],"category_scores_gemma":[0.0006397945,0.00017972956,0.00034615822,0.00018798464,0.0003636107,0.0003377707,0.00024479604,0.00028652663,0.0003281679],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044382637,0.00024097697,0.0038029335,0.00050244655,0.0000236831,0.00038976182,0.00048220632,0.49007946,0.48161113,0.0018396934,0.00021385464,0.020370001],"study_design_scores_gemma":[0.000009693426,0.00024351422,0.0022365565,0.000009356003,0.000004811668,0.000033856944,0.00010156411,0.94012666,0.056633793,0.0003075268,0.00027995775,0.0000126852565],"about_ca_topic_score_codex":0.0015035486,"about_ca_topic_score_gemma":0.0010501837,"teacher_disagreement_score":0.0033837543,"about_ca_system_score_codex":0.00028148122,"about_ca_system_score_gemma":0.00016825025,"threshold_uncertainty_score":0.011319816},"labels":[],"label_agreement":null},{"id":"W3130491340","doi":"10.1115/imece2020-24235","title":"Nonlinear Vibrations of Model PWR Fuel Assemblies: Part 1 — Experimental Setup and Measurements","year":2020,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"","keywords":"Vibration; Mechanics; Materials science; Rod; Nonlinear system; Coolant; Boundary value problem; Bundle; Structural engineering; Stiffness; Acoustics; Engineering; Physics; Mechanical engineering; Composite material","score_opus":0.0548154861627386,"score_gpt":0.25919160836017396,"score_spread":0.20437612219743537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3130491340","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9803673,0.000105129,0.017744219,0.000029364013,0.000022270937,0.000113006376,0.0004235174,0.0002818764,0.0009132485],"genre_scores_gemma":[0.9936739,0.000065453096,0.0053440095,0.0000090426065,0.0000054439865,0.00015967117,0.00015204113,0.000020904072,0.0005695787],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954,0.00007050947,0.000026606125,0.00013270194,0.00017235435,0.00005800698],"domain_scores_gemma":[0.9996265,0.00011800153,0.000054404332,0.00009575322,0.00007122517,0.000033941487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043252882,0.0008235379,0.0006011586,0.00039782494,0.00040943123,0.00024408592,0.0009628434,0.000963299,0.0026164574],"category_scores_gemma":[0.00049349066,0.00025335583,0.00039846083,0.00028058712,0.00044989187,0.00028196388,0.0005540655,0.00040271625,0.0005883328],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00063241605,0.00052963215,0.004253636,0.0004364297,0.000028330138,0.00041659965,0.0005659137,0.019579485,0.9569497,0.00022690439,0.00024327694,0.016137587],"study_design_scores_gemma":[0.00015169526,0.007722972,0.037848044,0.0000824042,0.0000825409,0.00041340097,0.00055860734,0.12641951,0.82284075,0.00041794268,0.003355071,0.00010710229],"about_ca_topic_score_codex":0.00054841366,"about_ca_topic_score_gemma":0.0004907477,"teacher_disagreement_score":0.0026164574,"about_ca_system_score_codex":0.00023430465,"about_ca_system_score_gemma":0.00014051133,"threshold_uncertainty_score":0.008752942},"labels":[],"label_agreement":null},{"id":"W3132844659","doi":"10.1016/j.engstruct.2021.111905","title":"Extensible catenary approach in analyzing transmission line’s conductors under downbursts","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Catenary; Tower; Structural engineering; Span (engineering); Transmission line; Flexibility (engineering); Line (geometry); Electric power transmission; Finite element method; Electrical conductor; Plane (geometry); Computer science; Engineering; Electrical engineering; Geometry; Mathematics","score_opus":0.00886632906402783,"score_gpt":0.20880696736241333,"score_spread":0.1999406382983855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3132844659","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.043312322,0.00008960318,0.94946027,0.00003833342,0.000043281234,0.000045858014,0.000060531944,0.000705491,0.006244218],"genre_scores_gemma":[0.74586564,0.00022569225,0.24200055,0.00006992959,0.000048713708,0.00010227375,0.00024371402,0.00033026148,0.011113226],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997962,0.000044524964,0.000012693257,0.000042852495,0.000075356074,0.000028312425],"domain_scores_gemma":[0.9997923,0.0000535906,0.000020604053,0.000057225403,0.00006127083,0.000015052339],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031153284,0.00060459704,0.0005085025,0.00078758446,0.0004506215,0.0010796197,0.0011841389,0.0007850612,0.003975129],"category_scores_gemma":[0.0005257602,0.00027148597,0.00073257036,0.0004529298,0.00045190897,0.00087866466,0.0010535738,0.0006284389,0.00078849954],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018942128,0.00019168922,0.004714397,0.00019911211,0.000099719626,0.0014650731,0.0005642755,0.72328943,0.0681702,0.052699264,0.0017876623,0.14662969],"study_design_scores_gemma":[0.0000035486062,0.000029567082,0.00034257994,0.000009261372,0.000009887103,0.00006178721,0.00006594242,0.9922098,0.002077596,0.0034222943,0.0017611203,0.000006576126],"about_ca_topic_score_codex":0.0022368482,"about_ca_topic_score_gemma":0.0021903652,"teacher_disagreement_score":0.003975129,"about_ca_system_score_codex":0.00020641048,"about_ca_system_score_gemma":0.00032246264,"threshold_uncertainty_score":0.013298094},"labels":[],"label_agreement":null},{"id":"W3133856383","doi":"10.2749/newyork.2019.2664","title":"Flutter Analysis Using Quasi-Steady Time-Domain Flutter Derivatives","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Western University","funders":"","keywords":"Flutter; Acceleration; Time domain; Vibration; Deck; Nonlinear system; Structural engineering; Bridge (graph theory); Mechanics; Computer science; Engineering; Acoustics; Physics; Aerodynamics; Classical mechanics","score_opus":0.00841499114970419,"score_gpt":0.2320994967755188,"score_spread":0.2236845056258146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133856383","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07139782,0.00014498664,0.9233069,0.00005615626,0.000034913133,0.000036894755,0.00007269406,0.00037352258,0.0045762216],"genre_scores_gemma":[0.9148358,0.0002856225,0.07734061,0.00003219366,0.000013732071,0.00007623172,0.00015684275,0.00014167413,0.0071172295],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998847,0.00002363564,0.0000053803346,0.000020139452,0.00005535939,0.000010762388],"domain_scores_gemma":[0.99982977,0.00006151857,0.000021003225,0.000032991324,0.00004941403,0.000005238602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028110013,0.00037224466,0.00023248525,0.0003878627,0.00017874414,0.00043997297,0.00044898147,0.00037927425,0.0014615322],"category_scores_gemma":[0.00045644422,0.00018519539,0.00050429144,0.00018591617,0.0004577392,0.0005925995,0.0003211027,0.0003856696,0.00026214507],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005727255,0.00008888041,0.0016723549,0.00012410291,0.0000476554,0.00017459823,0.00015949771,0.78423095,0.15479064,0.020575462,0.0010729223,0.03700561],"study_design_scores_gemma":[0.0000023573812,0.000024588478,0.0004622782,0.0000028927234,0.000002176947,0.000024768782,0.000008836695,0.99360526,0.004651217,0.000587665,0.0006220167,0.0000059597996],"about_ca_topic_score_codex":0.0032220662,"about_ca_topic_score_gemma":0.001888085,"teacher_disagreement_score":0.0032220662,"about_ca_system_score_codex":0.00033402658,"about_ca_system_score_gemma":0.00041882362,"threshold_uncertainty_score":0.006406665},"labels":[],"label_agreement":null},{"id":"W3139382442","doi":"10.1080/13873954.2020.1871372","title":"Three-Dimensional Dynamic Modelling and Validation for Vibration of a Beam-Cable System","year":2021,"lang":"en","type":"article","venue":"Mathematical and Computer Modelling of Dynamical Systems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cantilever; Structural engineering; Vibration; Bending stiffness; Beam (structure); Stiffness; Engineering; Modal; Finite element method; Modal analysis; Natural frequency; Acoustics; Physics; Materials science","score_opus":0.01832716722816206,"score_gpt":0.19905124611567013,"score_spread":0.18072407888750808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3139382442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6883263,0.000105151565,0.3046935,0.00009501157,0.000024388424,0.00009892895,0.00053256395,0.0009810915,0.0051430534],"genre_scores_gemma":[0.9819504,0.00004981609,0.016581802,0.000008642913,0.0000015718673,0.00008333711,0.00016184204,0.00002281025,0.0011397407],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998301,0.00003856769,0.00000897883,0.000028149907,0.00007583272,0.0000183698],"domain_scores_gemma":[0.9997719,0.000089067515,0.000027443033,0.00004475705,0.000053139214,0.000013749437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034527114,0.00040759915,0.00029718567,0.00032826271,0.00031533558,0.0004281707,0.00050523545,0.0008102618,0.0022333113],"category_scores_gemma":[0.0006361178,0.00018204276,0.0004305883,0.00018745947,0.0003971885,0.00033422507,0.00041187048,0.0003547563,0.0004943725],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000869823,0.00005390588,0.0028557263,0.00006473026,0.00001203955,0.00013005108,0.00016834018,0.9363711,0.05121661,0.0011525025,0.00018789324,0.007700104],"study_design_scores_gemma":[0.000008530501,0.00008227015,0.0013556355,0.0000059142553,0.0000031404413,0.000021566417,0.00004092688,0.9911097,0.0067595406,0.00015882899,0.00044699508,0.0000069375697],"about_ca_topic_score_codex":0.0052219364,"about_ca_topic_score_gemma":0.0037301497,"teacher_disagreement_score":0.0052219364,"about_ca_system_score_codex":0.00037607335,"about_ca_system_score_gemma":0.00044436724,"threshold_uncertainty_score":0.0103830695},"labels":[],"label_agreement":null},{"id":"W3139493684","doi":"10.1007/978-3-030-44394-8_16","title":"Dynamics of Elastic Systems: Free Vibration","year":2021,"lang":"en","type":"book-chapter","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Riverview Hospital","funders":"","keywords":"Vibration; Displacement (psychology); Normal mode; Inertia; Moment of inertia; Structural engineering; Displacement method; Classical mechanics; Physics; Mechanics; Acoustics; Engineering","score_opus":0.006525956097137146,"score_gpt":0.17703969014117668,"score_spread":0.17051373404403952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3139493684","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0011469541,0.08501035,0.057640474,0.0022485503,0.0058982735,0.000044641405,0.00024754475,0.00031909233,0.8474441],"genre_scores_gemma":[0.014540098,0.04592004,0.014174942,0.0010018118,0.0028438808,0.00007152922,0.0003223916,0.000288985,0.92083645],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998165,0.000024463958,0.000005384556,0.000023855833,0.00011583557,0.000014014642],"domain_scores_gemma":[0.99987304,0.000058054367,0.000005523842,0.000014304709,0.000038256498,0.000010854899],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018642722,0.0010976414,0.0006772465,0.0011819145,0.00056986033,0.0016868092,0.0008606513,0.0010652828,0.034513354],"category_scores_gemma":[0.00055722136,0.00041285733,0.0003786345,0.0012603621,0.0010905587,0.0022097887,0.0009981608,0.0015965733,0.014878654],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001686872,0.00005245941,0.000071762894,0.0005854238,0.000012305233,0.00006616822,0.00031917408,0.0033664114,0.0019272915,0.43088531,0.35344148,0.20925544],"study_design_scores_gemma":[0.000004016132,0.000015959395,0.00025790583,0.0002672712,0.0000054572743,0.00017737734,0.00007902074,0.0020796105,0.00037932614,0.1656083,0.8311132,0.000012505377],"about_ca_topic_score_codex":0.001144632,"about_ca_topic_score_gemma":0.002551366,"teacher_disagreement_score":0.034513354,"about_ca_system_score_codex":0.0005824158,"about_ca_system_score_gemma":0.00058413716,"threshold_uncertainty_score":0.11545867},"labels":[],"label_agreement":null},{"id":"W3144401930","doi":"10.1115/1.4049375","title":"Vibrations Analysis of Cable-Harnessed Plates: Continuum Modeling and Experimental Validation","year":2020,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Vibration; Modal analysis; Boundary value problem; Modal; Engineering; Structural engineering; Physics; Finite element method; Acoustics; Mathematical analysis; Mathematics","score_opus":0.015346768344181534,"score_gpt":0.23456092427093242,"score_spread":0.2192141559267509,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3144401930","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97428644,0.00012860051,0.022116806,0.00003220475,0.000018587272,0.00003842828,0.00018731796,0.00016779148,0.0030238307],"genre_scores_gemma":[0.99536884,0.000060780476,0.0034366297,0.0000037989137,0.000002642448,0.00002558396,0.000063222375,0.0000085666115,0.0010300465],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969923,0.000038946124,0.000010277443,0.000043416563,0.00017279413,0.00003543195],"domain_scores_gemma":[0.99952054,0.00016466642,0.00007138728,0.00011506976,0.00009728642,0.000031089687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004639023,0.000535023,0.00026833543,0.00049146696,0.00022051952,0.00034937184,0.0007435767,0.00057134154,0.0019897977],"category_scores_gemma":[0.00046915625,0.00019417352,0.00029014036,0.0004061342,0.00059983024,0.000271951,0.00045609957,0.0004210576,0.00038569063],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004597198,0.0005199763,0.0057743695,0.00037127343,0.00004225195,0.0009792799,0.0008366194,0.29785037,0.6667915,0.0026217075,0.0006143728,0.023138447],"study_design_scores_gemma":[0.000040665134,0.0018787755,0.007944994,0.00006048782,0.000026426556,0.00017068721,0.0004984569,0.63185793,0.3551889,0.0005073415,0.0017865304,0.00003882389],"about_ca_topic_score_codex":0.00063696294,"about_ca_topic_score_gemma":0.00044587866,"teacher_disagreement_score":0.0019897977,"about_ca_system_score_codex":0.00020477676,"about_ca_system_score_gemma":0.0001753579,"threshold_uncertainty_score":0.006656587},"labels":[],"label_agreement":null},{"id":"W3144630798","doi":"10.1016/j.engstruct.2021.112016","title":"Reliability assessment of existing transmission line towers considering mechanical model uncertainties","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Slippage; Tower; Reliability (semiconductor); Context (archaeology); Structural engineering; Transmission tower; Network topology; Engineering; Reliability engineering; Transmission line; Progressive collapse; Electric power transmission; Nonlinear system; Topology (electrical circuits); Computer science; Reinforced concrete; Geology","score_opus":0.016983999269045997,"score_gpt":0.2675262257543563,"score_spread":0.2505422264853103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3144630798","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90215963,0.00029132288,0.09493168,0.00011042446,0.000019560646,0.00002822603,0.0001710043,0.00018041459,0.0021076628],"genre_scores_gemma":[0.9985322,0.000026799185,0.001242353,0.0000014137587,0.0000027616559,0.0000035489359,0.000031159667,0.000005095226,0.00015463693],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994955,0.00022270311,0.000020379759,0.00007238404,0.0001363645,0.00005266046],"domain_scores_gemma":[0.9964457,0.0023763215,0.0003476958,0.00017875177,0.0005588473,0.00009270513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013686657,0.0006001659,0.00045439368,0.00091314083,0.0002534701,0.0005161409,0.00067929045,0.00087468897,0.0008083862],"category_scores_gemma":[0.0043786997,0.0003621603,0.00053293415,0.00037479255,0.00037979204,0.00073071854,0.00035534258,0.0003758255,0.00011648845],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016375394,0.000020142988,0.0025877694,0.000031704363,0.000030493626,0.00015628042,0.000029771625,0.98893076,0.0022544551,0.0003793396,0.00008901254,0.0053266343],"study_design_scores_gemma":[0.0000045086085,0.000060995164,0.0017758242,0.000004505222,0.000019666817,0.00002256165,0.0000111747495,0.9973483,0.00052625744,0.00019628547,0.000025879692,0.000003897536],"about_ca_topic_score_codex":0.0046233064,"about_ca_topic_score_gemma":0.0036274665,"teacher_disagreement_score":0.0046233064,"about_ca_system_score_codex":0.00057266775,"about_ca_system_score_gemma":0.00037779566,"threshold_uncertainty_score":0.009192765},"labels":[],"label_agreement":null},{"id":"W3144787639","doi":"10.1016/j.jfluidstructs.2021.103267","title":"Finite element model to investigate the dynamic instability of rectangular plates subjected to supersonic airflow","year":2021,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Flutter; Aerodynamics; Supersonic speed; Finite element method; Aeroelasticity; Structural engineering; Stiffness; Airflow; Mechanics; Isotropy; Boundary value problem; Choked flow; Aerodynamic force; Shell (structure); Engineering; Mathematics; Mathematical analysis; Physics; Mechanical engineering","score_opus":0.008125455049767588,"score_gpt":0.21952206229502425,"score_spread":0.21139660724525666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3144787639","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3365718,0.00044579504,0.62035733,0.00043918047,0.0001869934,0.00021016556,0.0005552534,0.0006762469,0.04055717],"genre_scores_gemma":[0.9584314,0.00025611185,0.024792092,0.00008054038,0.000025834921,0.00026327377,0.0002717087,0.00007433525,0.015804768],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998622,0.00003889041,0.000006368435,0.000021650274,0.000048158636,0.00002283336],"domain_scores_gemma":[0.9997403,0.00011899276,0.000037132013,0.000020914162,0.00006510063,0.00001747837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024751897,0.0006233075,0.0008195497,0.00059506524,0.00047887984,0.00056024734,0.0012501844,0.0019349507,0.0046138493],"category_scores_gemma":[0.000616111,0.00044710183,0.00066546665,0.00032447485,0.00055534334,0.0004015704,0.0006098168,0.00064969854,0.00064076076],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037377762,0.000053937998,0.0005485236,0.00004171131,0.000020135984,0.00013006257,0.00006052516,0.98686963,0.0071459105,0.0021026086,0.00018798152,0.0028015324],"study_design_scores_gemma":[0.000004142878,0.00002074648,0.00014605945,0.000003743182,0.000004227519,0.00001210943,0.000020641644,0.9989635,0.00045284757,0.00012763428,0.0002412658,0.0000030361703],"about_ca_topic_score_codex":0.007288449,"about_ca_topic_score_gemma":0.0052705756,"teacher_disagreement_score":0.007288449,"about_ca_system_score_codex":0.00032637385,"about_ca_system_score_gemma":0.0007878382,"threshold_uncertainty_score":0.015434861},"labels":[],"label_agreement":null},{"id":"W3154029323","doi":"10.5267/j.esm.2021.3.005","title":"Free vibrations of axially functionally graded horseshoe arch","year":2021,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Wonkwang University","keywords":"Axial symmetry; Vibration; Arch; Finite element method; Boundary value problem; Structural engineering; Normal mode; Statics; Elasticity (physics); Mechanics; Materials science; Physics; Mathematical analysis; Mathematics; Engineering; Classical mechanics; Acoustics; Composite material","score_opus":0.007346203483648261,"score_gpt":0.19743341186150498,"score_spread":0.19008720837785673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3154029323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9757633,0.00015664849,0.020024702,0.000026600555,0.000017763496,0.0000042254574,0.000016663786,0.000016645234,0.0039733397],"genre_scores_gemma":[0.9974485,0.00004243212,0.0010866591,0.000005818511,0.000003676204,0.000002519789,0.000009576604,0.0000035871465,0.0013972606],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999337,0.0000108473605,0.0000025616316,0.00001468107,0.000020186953,0.000018110419],"domain_scores_gemma":[0.9999578,0.000009057289,0.000008586989,0.000007734545,0.000008764421,0.000007960228],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010023906,0.00026121424,0.00024135037,0.00040382132,0.00024445483,0.00036829847,0.00030410057,0.00035080846,0.0014570722],"category_scores_gemma":[0.00022413133,0.00010950472,0.0001694681,0.00016004709,0.00055802555,0.0003737525,0.0004458642,0.00017673218,0.00015421347],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00087307615,0.00013087814,0.014868118,0.00029305374,0.00010009857,0.00301717,0.00093358074,0.30760115,0.42656383,0.12656356,0.0010648997,0.11799066],"study_design_scores_gemma":[0.00003453728,0.00045104444,0.02061882,0.000036058216,0.000036802732,0.0012298749,0.0006040488,0.90344423,0.02986792,0.04007293,0.0035155413,0.000088239634],"about_ca_topic_score_codex":0.00032024577,"about_ca_topic_score_gemma":0.00038011206,"teacher_disagreement_score":0.0014570722,"about_ca_system_score_codex":0.00016091687,"about_ca_system_score_gemma":0.00009171194,"threshold_uncertainty_score":0.0048743486},"labels":[],"label_agreement":null},{"id":"W3160376819","doi":"10.1016/j.jfluidstructs.2021.103299","title":"Dynamics of a confined pipe aspirating fluid and concurrently subjected to external axial flow: An experimental investigation","year":2021,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Annulus (botany); Casing; Plug flow; Mechanics; Fluid dynamics; Flow (mathematics); Pipe flow; Flutter; Tube (container); Geology; Flow velocity; Materials science; Geotechnical engineering; Turbulence; Physics; Aerodynamics; Composite material","score_opus":0.009093377795666057,"score_gpt":0.23693524221463688,"score_spread":0.22784186441897084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3160376819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873585,0.00002747335,0.00087309384,0.0000111337295,0.000006257523,0.000010583227,0.000025979141,0.000014264478,0.00029520836],"genre_scores_gemma":[0.99851245,0.000036709047,0.00076195056,0.000005930453,0.0000059383256,0.000014701477,0.000032077278,0.0000053961608,0.00062480324],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979967,0.000022846982,0.000008383689,0.000045355606,0.00008093241,0.000042893447],"domain_scores_gemma":[0.9996426,0.00015846573,0.000048483966,0.000039053262,0.000058160727,0.000053227384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022015144,0.00023724814,0.0004231776,0.00021070498,0.0005930645,0.00027826751,0.000451384,0.000469173,0.001760784],"category_scores_gemma":[0.0006857083,0.00019483989,0.00022329499,0.00016753704,0.0009203742,0.00045535757,0.00063638226,0.00035247137,0.00018349181],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00077712885,0.00019820232,0.0015246004,0.000058318798,0.0000061841283,0.00037883068,0.00042530667,0.0010706513,0.9927254,0.00024965155,0.0000510711,0.0025347152],"study_design_scores_gemma":[0.00016204764,0.007928916,0.04363893,0.000030086921,0.00006327927,0.0008983213,0.0011980399,0.057096425,0.88659245,0.0003323984,0.001989184,0.000069917376],"about_ca_topic_score_codex":0.00077956065,"about_ca_topic_score_gemma":0.0005544421,"teacher_disagreement_score":0.001760784,"about_ca_system_score_codex":0.00014233329,"about_ca_system_score_gemma":0.00037378067,"threshold_uncertainty_score":0.0058903694},"labels":[],"label_agreement":null},{"id":"W3162261301","doi":"10.82308/27894","title":"Seismic analysis of telecommunication towers mounted on building rooftops","year":2006,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Telecommunications; Forensic engineering; Engineering; Geology; Computer science","score_opus":0.00794774023009589,"score_gpt":0.21896332430207674,"score_spread":0.21101558407198084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3162261301","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997273,0.000016236369,0.0022758495,0.0000030540361,0.0000015074806,0.000002932582,0.000056539153,0.000026382944,0.000344424],"genre_scores_gemma":[0.9988103,0.000025790745,0.00084268017,0.000001053931,0.0000016265018,0.0000015197838,0.000102400576,0.0000029165533,0.00021173706],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999186,0.000010238665,0.000003004469,0.000017797604,0.00003091122,0.000019475541],"domain_scores_gemma":[0.9998919,0.000024099778,0.000025851343,0.000013610338,0.00002952257,0.000014944383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008447906,0.00033671103,0.00020181881,0.00052027794,0.0001361621,0.0002270319,0.00017887678,0.00016801184,0.0006762082],"category_scores_gemma":[0.000245351,0.00014078131,0.00017560973,0.00043171569,0.00016829629,0.0001411854,0.00017518592,0.00012915753,0.00016539032],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00064720074,0.0000869456,0.20850335,0.00016951984,0.00009867393,0.0017614512,0.00090804655,0.1652696,0.5350626,0.00040607102,0.00043844944,0.086648],"study_design_scores_gemma":[0.000012591568,0.00031210217,0.65567213,0.000022846025,0.00005724897,0.0003799495,0.00070439134,0.27909446,0.062944196,0.000084843545,0.00068857404,0.000026503067],"about_ca_topic_score_codex":0.0053668967,"about_ca_topic_score_gemma":0.007439273,"teacher_disagreement_score":0.0053668967,"about_ca_system_score_codex":0.0002927523,"about_ca_system_score_gemma":0.00015642933,"threshold_uncertainty_score":0.010671318},"labels":[],"label_agreement":null},{"id":"W3164478879","doi":"10.1115/1.4050713","title":"Continuum Modeling and Vibration Analysis of Cable-Harnessed Plate Structures of Periodic Patterns","year":2021,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Homogenization (climate); Finite element method; Vibration; Displacement field; Parametric statistics; Structural engineering; Strain energy; Physics; Engineering; Mathematics; Acoustics","score_opus":0.008207494473205972,"score_gpt":0.21799578788403814,"score_spread":0.20978829341083216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3164478879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6416244,0.00037525396,0.3451659,0.00013951526,0.000030456884,0.000034148336,0.00009558696,0.00022555556,0.012309327],"genre_scores_gemma":[0.98824966,0.00011815057,0.009390478,0.000007781899,0.0000041061107,0.000016755685,0.000027306109,0.000011645518,0.0021741383],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999174,0.000020028881,0.000002621901,0.000014787989,0.00003534109,0.000009856328],"domain_scores_gemma":[0.99987733,0.00004761309,0.000025884518,0.000019696223,0.000020745032,0.00000879155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016932338,0.00031527033,0.00023619818,0.000384516,0.00018499965,0.00039985165,0.0005745022,0.00059418625,0.00095126586],"category_scores_gemma":[0.00028132132,0.0001870324,0.0003003445,0.0003192511,0.0006058225,0.0003017523,0.00032775206,0.00024901069,0.00018417928],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003157878,0.000033475382,0.0010297429,0.000036428224,0.000015100051,0.00028510028,0.000076660115,0.96742755,0.020629127,0.004791804,0.00014289714,0.0055004777],"study_design_scores_gemma":[0.000001781449,0.000017505708,0.00031742745,0.0000033274898,0.0000019376046,0.000025023119,0.000016816623,0.99805874,0.0010716815,0.00034127265,0.0001420058,0.0000024079316],"about_ca_topic_score_codex":0.001384219,"about_ca_topic_score_gemma":0.0008911165,"teacher_disagreement_score":0.001384219,"about_ca_system_score_codex":0.0003011528,"about_ca_system_score_gemma":0.0003107977,"threshold_uncertainty_score":0.003182292},"labels":[],"label_agreement":null},{"id":"W3165385864","doi":"10.3390/en14113058","title":"Review of Vibration Control Methods for Wind Turbines","year":2021,"lang":"en","type":"article","venue":"Energies","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Rimouski","funders":"","keywords":"Wind power; Turbine; Marine engineering; Vibration; Offshore wind power; Engineering; Automotive engineering; Environmental science; Computer science; Mechanical engineering","score_opus":0.010388499340055963,"score_gpt":0.29143140710412946,"score_spread":0.2810429077640735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3165385864","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0017288564,0.8902231,0.089560576,0.0004710267,0.0013187903,0.00006901056,0.000090723224,0.00014223931,0.016395621],"genre_scores_gemma":[0.043550067,0.88284194,0.054535795,0.0006516521,0.0022707637,0.00015667999,0.00032981538,0.00010286345,0.01556043],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993512,0.0000843233,0.0000808059,0.0001226768,0.000333675,0.000027288446],"domain_scores_gemma":[0.99939334,0.00032055634,0.000044923006,0.000030516152,0.00019661275,0.000014094152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053846196,0.0009480074,0.0009380534,0.0015025267,0.00038680775,0.0010218843,0.0009261108,0.0010155481,0.0055021336],"category_scores_gemma":[0.0012111403,0.00046370155,0.0007256399,0.0016379497,0.00045396504,0.0011897128,0.00047482576,0.0008884773,0.002075892],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007227915,0.00007649125,0.0001709333,0.01220101,0.00009275827,0.00016281167,0.00013227762,0.0069430945,0.008629069,0.01379041,0.012484073,0.9452448],"study_design_scores_gemma":[0.00002691387,0.00045207966,0.0023049852,0.0051098014,0.00020969892,0.001358628,0.00021910276,0.020983668,0.007138717,0.01561945,0.9464582,0.00011875817],"about_ca_topic_score_codex":0.0010701474,"about_ca_topic_score_gemma":0.00084429194,"teacher_disagreement_score":0.0055021336,"about_ca_system_score_codex":0.00038929703,"about_ca_system_score_gemma":0.00065315975,"threshold_uncertainty_score":0.01840645},"labels":[],"label_agreement":null},{"id":"W3169357037","doi":"10.22190/fume210324045w","title":"STUDY ON VIBRATION RESPONSE OF A NON-UNIFORM BEAM WITH NONLINEAR BOUNDARY CONDITION","year":2021,"lang":"en","type":"article","venue":"Facta Universitatis Series Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"National Natural Science Foundation of China","keywords":"Nonlinear system; Vibration; Boundary value problem; Beam (structure); Mathematics; Boundary (topology); Modal analysis; Mathematical analysis; Modal; Physics; Acoustics; Materials science; Optics","score_opus":0.005368207114244082,"score_gpt":0.1971246915279395,"score_spread":0.19175648441369542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3169357037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5367932,0.0004754424,0.45766458,0.00013084145,0.0000414367,0.000032294673,0.000042668828,0.00010558693,0.004713942],"genre_scores_gemma":[0.9837542,0.00014287377,0.014377893,0.000021490738,0.000006870897,0.000020655321,0.000026202773,0.000011755788,0.0016378968],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988496,0.000031113243,0.000004389543,0.000026609674,0.000039748247,0.00001316752],"domain_scores_gemma":[0.9997898,0.00011872681,0.000030979772,0.000024376113,0.000027252845,0.000008893139],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023155767,0.00035178018,0.00027993647,0.0001836579,0.0001758802,0.0002196118,0.00036327532,0.0006617271,0.0011794886],"category_scores_gemma":[0.0005409786,0.00012561247,0.00031878453,0.00012142685,0.00037269044,0.00044211117,0.00028676193,0.00025633958,0.00012183233],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024096148,0.00012114746,0.0062976293,0.00034683716,0.00006761436,0.0006820562,0.00035846807,0.686072,0.24972068,0.011974781,0.0003959707,0.04372184],"study_design_scores_gemma":[0.0000055291152,0.00006709709,0.0016691359,0.0000060317166,0.000005604758,0.000047664118,0.000046566594,0.9907651,0.0062739826,0.00089607184,0.00021118988,0.0000059640033],"about_ca_topic_score_codex":0.000966084,"about_ca_topic_score_gemma":0.00074765633,"teacher_disagreement_score":0.0011794886,"about_ca_system_score_codex":0.00012164623,"about_ca_system_score_gemma":0.00016390828,"threshold_uncertainty_score":0.003945768},"labels":[],"label_agreement":null},{"id":"W3169862707","doi":"10.1115/1.4051401","title":"An Experimental Investigation of Flow Phenomena in a Multistage Micro-Tesla Valve","year":2021,"lang":"en","type":"article","venue":"Journal of Fluids Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Reynolds number; Mechanics; Shadowgraph; Flow (mathematics); Vortex; Particle image velocimetry; Vortex shedding; Physics; Turbulence","score_opus":0.006838317720386743,"score_gpt":0.21289485353075227,"score_spread":0.20605653581036554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3169862707","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961591,0.00012273733,0.0032451334,0.000020251826,0.000021780686,0.000023811152,0.000047421287,0.000054623746,0.0003052211],"genre_scores_gemma":[0.99646086,0.000054560835,0.0028750966,0.000007637408,0.0000058776745,0.000015682783,0.000028461267,0.0000061644337,0.0005456625],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997404,0.00004294944,0.000023228866,0.00006232317,0.000081056605,0.000050064034],"domain_scores_gemma":[0.9991424,0.0004267536,0.00012952222,0.00010725878,0.00012070245,0.000073406176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004640456,0.00025655158,0.0003373882,0.0002765858,0.0003872036,0.0003325789,0.00038416366,0.000609874,0.0012520791],"category_scores_gemma":[0.000630084,0.00016464008,0.00027189215,0.00018840919,0.00049742445,0.0003885016,0.00029772334,0.00045891618,0.00012282534],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023358087,0.00018660595,0.0010033842,0.00006430615,0.0000037751736,0.00015271771,0.0001656714,0.0010131864,0.9937277,0.00018525761,0.000049322636,0.0032144033],"study_design_scores_gemma":[0.000040609215,0.0031508724,0.009035927,0.000014251914,0.000009975101,0.00017960019,0.00015999707,0.013206403,0.9729911,0.00007640197,0.0011077159,0.000027223727],"about_ca_topic_score_codex":0.00027759685,"about_ca_topic_score_gemma":0.0002478808,"teacher_disagreement_score":0.0012520791,"about_ca_system_score_codex":0.00019901399,"about_ca_system_score_gemma":0.00019891608,"threshold_uncertainty_score":0.004188657},"labels":[],"label_agreement":null},{"id":"W3173571921","doi":"10.1016/j.engstruct.2021.112737","title":"Buckling and free vibration of laser-welded web-core sandwich panels: Extreme sensitivity to variation of weld rotational stiffness","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia","keywords":"Stiffness; Structural engineering; Welding; Materials science; Finite element method; Sandwich-structured composite; Core (optical fiber); Shear (geology); Buckling; Deformation (meteorology); Composite material; Engineering","score_opus":0.01001350682252887,"score_gpt":0.20098701631515353,"score_spread":0.19097350949262465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3173571921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953616,0.00003945723,0.0037170518,0.000017104292,0.0000028560678,0.0000023711373,0.000019392777,0.000033792683,0.00080640387],"genre_scores_gemma":[0.99960214,0.0000061484366,0.00017227502,0.0000027698563,7.8551665e-7,0.0000013623968,0.000009099453,0.000004305789,0.00020119354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998919,0.000020223144,0.000003086113,0.000020993835,0.000035930934,0.000027932992],"domain_scores_gemma":[0.9994911,0.00031169178,0.00006097326,0.000041266332,0.000046126053,0.00004882813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020711821,0.00017265501,0.00020159419,0.00023124283,0.00018688981,0.00022884006,0.00026633206,0.00037163636,0.0012725209],"category_scores_gemma":[0.0006598498,0.00016634019,0.00019703222,0.00012061134,0.0004526454,0.00023043837,0.00023349268,0.00028548937,0.00014676957],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00091748376,0.000111157606,0.006036383,0.000064235304,0.000032119537,0.00046795688,0.0003451427,0.06566115,0.91492033,0.0009522255,0.00016310293,0.010328729],"study_design_scores_gemma":[0.000039991974,0.00047188817,0.08830224,0.000016510698,0.000028975075,0.00038028712,0.00023300732,0.7108716,0.19843775,0.00088721846,0.000264727,0.000065741224],"about_ca_topic_score_codex":0.00090461574,"about_ca_topic_score_gemma":0.0010271712,"teacher_disagreement_score":0.0012725209,"about_ca_system_score_codex":0.00019774893,"about_ca_system_score_gemma":0.00012004692,"threshold_uncertainty_score":0.0042570233},"labels":[],"label_agreement":null},{"id":"W3174688626","doi":"10.3389/fphy.2021.712161","title":"Collapse Analysis of a Transmission Tower-Line System Induced by Ice Shedding","year":2021,"lang":"en","type":"article","venue":"Frontiers in Physics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Transmission line; Electric power transmission; Transmission tower; Structural engineering; Tower; Insulator (electricity); Finite element method; Span (engineering); Engineering; Transmission (telecommunications); Line (geometry); Mechanics; Electrical engineering; Physics; Geometry; Mathematics","score_opus":0.006279405871800699,"score_gpt":0.20959045331693843,"score_spread":0.20331104744513773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3174688626","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8937167,0.00019673778,0.098591134,0.0000782527,0.000019612024,0.000061034636,0.00021680734,0.00028620646,0.0068335026],"genre_scores_gemma":[0.9977233,0.000044557448,0.0015583826,0.000005992204,0.0000024613307,0.000008076444,0.0000668168,0.000006990207,0.00058342627],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988055,0.000020051,0.0000054237207,0.000019468302,0.0000504135,0.000024019382],"domain_scores_gemma":[0.999833,0.000039171195,0.000038512448,0.0000119436,0.000057332836,0.000020034335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018675192,0.00034500725,0.00024438842,0.000604262,0.0003289977,0.00028113634,0.00035273356,0.00037470096,0.0013401826],"category_scores_gemma":[0.00031206463,0.00013579256,0.00040600938,0.00025709587,0.0003508914,0.00025473547,0.00033523218,0.0002678613,0.00015800144],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019981625,0.00008491711,0.013145788,0.00019476465,0.000060375798,0.0018024695,0.00038068157,0.86907345,0.096892156,0.0027228394,0.0008676526,0.01457506],"study_design_scores_gemma":[0.0000033871436,0.000065575354,0.004125587,0.000004987761,0.000008001477,0.00007008042,0.00006896885,0.99307406,0.0022368734,0.00015887493,0.00017623878,0.0000073598912],"about_ca_topic_score_codex":0.0060326443,"about_ca_topic_score_gemma":0.003475064,"teacher_disagreement_score":0.0060326443,"about_ca_system_score_codex":0.0002783551,"about_ca_system_score_gemma":0.00027154657,"threshold_uncertainty_score":0.011995077},"labels":[],"label_agreement":null},{"id":"W3183237230","doi":"10.1115/imece2001/de-23216","title":"A Multi-Mode Approach for the Nonlinear Vibrations of Circular Cylindrical Shells","year":2001,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Shell (structure); Nonlinear system; Discretization; Galerkin method; Vibration; Displacement (psychology); Mathematical analysis; Rotational symmetry; Partial differential equation; Mathematics; RADIUS; Normal mode; Physics; Classical mechanics; Geometry; Computer science; Acoustics; Engineering","score_opus":0.020073028622454407,"score_gpt":0.25135826102026515,"score_spread":0.23128523239781074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3183237230","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.058354314,0.000563159,0.93082994,0.0001692572,0.000045470744,0.00004050903,0.00003994296,0.00011267177,0.009844709],"genre_scores_gemma":[0.7949787,0.00062617625,0.18897296,0.000073415446,0.00005099195,0.00015785931,0.000042453474,0.000086260035,0.0150111625],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999194,0.00002349214,0.0000026788202,0.000010364799,0.00003618888,0.000007813591],"domain_scores_gemma":[0.99990106,0.000044998327,0.000011981023,0.000012359633,0.000021257712,0.00000834268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026261088,0.0004723445,0.00031633765,0.00049077976,0.00033112074,0.00032622827,0.0007021152,0.00053828774,0.0022550293],"category_scores_gemma":[0.00039860388,0.00021697643,0.00042175635,0.00019944175,0.00047314318,0.0004351207,0.0005659749,0.00044784107,0.0004349494],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008815812,0.00006364676,0.0006351557,0.0002321508,0.000028147326,0.00040250778,0.0003043456,0.7815423,0.047275685,0.13669495,0.0008059885,0.031927027],"study_design_scores_gemma":[0.00000260204,0.0000141291885,0.00007202866,0.0000051335296,0.0000014285796,0.000025905158,0.000012605903,0.9940403,0.0005141614,0.0048074713,0.0004999611,0.0000042373904],"about_ca_topic_score_codex":0.0014312617,"about_ca_topic_score_gemma":0.0018771386,"teacher_disagreement_score":0.0022550293,"about_ca_system_score_codex":0.00032524695,"about_ca_system_score_gemma":0.00031715602,"threshold_uncertainty_score":0.0075438023},"labels":[],"label_agreement":null},{"id":"W3185090966","doi":"10.56748/ejse.15201","title":"Dynamic Analysis of Overhead Transmission Line under Turbulent Wind Loading","year":2015,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Response analysis; Structural engineering; Transmission line; Finite element method; Engineering; Nonlinear system; Dynamic load testing; Wind engineering; Frequency response; Response time; Displacement (psychology); Line (geometry); Control theory (sociology); Computer science; Mathematics; Electrical engineering; Physics","score_opus":0.00566082038016959,"score_gpt":0.2189458102285432,"score_spread":0.2132849898483736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3185090966","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9925659,0.000032683303,0.005749824,0.000021815671,0.0000037645223,0.000007800993,0.00006137888,0.000095370575,0.0014614279],"genre_scores_gemma":[0.9995295,0.0000126623445,0.00017520331,0.0000018214301,7.442215e-7,0.000002532348,0.000025155652,0.000004154657,0.00024821155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988997,0.000023921903,0.000004249801,0.00001754427,0.00004139275,0.000022905902],"domain_scores_gemma":[0.9998417,0.00006055526,0.000032937707,0.000013619185,0.00003810332,0.000013125652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013439413,0.00024531802,0.00019114076,0.00030550035,0.00016138307,0.0002414926,0.00012263155,0.0001970747,0.00076404185],"category_scores_gemma":[0.0003706542,0.00009480951,0.00013622092,0.00017547682,0.00027525812,0.00017813624,0.0001357545,0.00010900911,0.00011365475],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006823955,0.00010398358,0.01905117,0.00016727798,0.000042487,0.0012422742,0.00034302002,0.6597031,0.2986504,0.0008119462,0.0005274335,0.018674573],"study_design_scores_gemma":[0.000018256409,0.0003831817,0.035326123,0.000010037182,0.000016812579,0.0001375685,0.00018979146,0.9438405,0.01950818,0.00014741726,0.0004016104,0.000020514355],"about_ca_topic_score_codex":0.0022354766,"about_ca_topic_score_gemma":0.0014913668,"teacher_disagreement_score":0.0022354766,"about_ca_system_score_codex":0.00018179353,"about_ca_system_score_gemma":0.00009681121,"threshold_uncertainty_score":0.004444897},"labels":[],"label_agreement":null},{"id":"W3186812055","doi":"","title":"Designing Quasi-harmonic Circular Membranes with Different Densities on Angular Sectors","year":2021,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Moncton","funders":"","keywords":"Membrane; Harmonic; Drum; Mathematics; Acoustics; Physics; Engineering; Chemistry; Mechanical engineering; Biochemistry","score_opus":0.009010017414416666,"score_gpt":0.18580164261650534,"score_spread":0.17679162520208866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3186812055","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.063309506,0.00037847535,0.92768365,0.00029349755,0.00006995287,0.000050555114,0.000025450327,0.00013026808,0.00805867],"genre_scores_gemma":[0.6979788,0.0006243298,0.29791182,0.00011032157,0.000026395492,0.00017318239,0.000026262163,0.0000390473,0.0031098821],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998198,0.000045700748,0.000012991367,0.000028063841,0.00006344534,0.000030105866],"domain_scores_gemma":[0.99972075,0.000100686026,0.000058343998,0.000038832284,0.000056006982,0.000025346657],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044706202,0.00031815513,0.00032271142,0.0003953571,0.00035717658,0.0005367847,0.00060892035,0.00069167005,0.0014012667],"category_scores_gemma":[0.0010009453,0.00031971768,0.00036712168,0.00026447957,0.00073490926,0.0008781441,0.00066166086,0.00041461067,0.0005174818],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015540532,0.00008371576,0.00064609846,0.00059439015,0.000040461757,0.00020906028,0.0002706183,0.1357387,0.4749853,0.31431744,0.00086181547,0.07209703],"study_design_scores_gemma":[0.000074130374,0.00039837303,0.00045593095,0.000056120396,0.000033494056,0.00038665324,0.0001524087,0.7786177,0.15962401,0.048071384,0.012060741,0.00006911035],"about_ca_topic_score_codex":0.00017691273,"about_ca_topic_score_gemma":0.00021467067,"teacher_disagreement_score":0.0014012667,"about_ca_system_score_codex":0.0005000269,"about_ca_system_score_gemma":0.00035372982,"threshold_uncertainty_score":0.0046877265},"labels":[],"label_agreement":null},{"id":"W3194027014","doi":"10.1142/s175882512150068x","title":"Large Deformation Dynamic Analysis of a Cable System by a New Hamiltonian Finite Element Method","year":2021,"lang":"en","type":"article","venue":"International Journal of Applied Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Fundamental Research Funds for the Central Universities; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Symplectic geometry; Finite element method; Hamiltonian system; Equations of motion; Hamiltonian (control theory); Mathematics; Classical mechanics; Computer science; Mathematical analysis; Physics; Structural engineering; Engineering; Mathematical optimization","score_opus":0.0045686269228639425,"score_gpt":0.2356140895572241,"score_spread":0.23104546263436015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3194027014","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006401634,0.00005881213,0.99133825,0.000037554673,0.000016305814,0.000018312254,0.000023603809,0.00006279468,0.0020426977],"genre_scores_gemma":[0.38847202,0.0004913744,0.5991675,0.00008768546,0.000054658914,0.00024722694,0.0001422631,0.00019932896,0.011137932],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998559,0.000030598894,0.0000073261976,0.00001934115,0.000075648386,0.000011262061],"domain_scores_gemma":[0.9998404,0.00007556697,0.000015971176,0.000020357453,0.000035781195,0.000011991144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026897783,0.00028637968,0.00038978906,0.0004578446,0.0003034278,0.00031350434,0.00068784005,0.0005596898,0.003119802],"category_scores_gemma":[0.00045093888,0.0002395443,0.00045465882,0.0002681329,0.00051343086,0.00079476024,0.00055610714,0.00051660975,0.00047671897],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003500883,0.00007797552,0.0013882722,0.00016871715,0.000043164964,0.00020346612,0.00024388914,0.7979134,0.034294054,0.07698024,0.0010671915,0.08758461],"study_design_scores_gemma":[0.000003669855,0.000010675819,0.00009321855,0.0000046240298,0.0000029708142,0.000025290916,0.0000122469155,0.9956167,0.00086593267,0.0019147712,0.0014452555,0.000004690066],"about_ca_topic_score_codex":0.001974896,"about_ca_topic_score_gemma":0.0024394381,"teacher_disagreement_score":0.003119802,"about_ca_system_score_codex":0.00029878283,"about_ca_system_score_gemma":0.0006172718,"threshold_uncertainty_score":0.010436773},"labels":[],"label_agreement":null},{"id":"W3194357609","doi":"10.18429/jacow-ipac2019-thprb008","title":"Ponderomotive Instability of Two Self-Excited Cavities","year":2019,"lang":"en","type":"article","venue":"JACOW","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TRIUMF","funders":"","keywords":"Instability; Excited state; Physics; Quantum electrodynamics; Atomic physics; Quantum mechanics","score_opus":0.004309396069749457,"score_gpt":0.2001351912059704,"score_spread":0.19582579513622095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3194357609","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9331519,0.00021856316,0.050769288,0.0003471981,0.00008141641,0.000065900575,0.000030008143,0.000098541954,0.015237316],"genre_scores_gemma":[0.9948291,0.00003447269,0.0024756084,0.000025634301,0.00001889643,0.00003446493,0.000010775654,0.000009096981,0.0025620202],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997751,0.000048911737,0.0000067568167,0.00003719753,0.000073497446,0.00005847195],"domain_scores_gemma":[0.9996698,0.00009635234,0.000072919334,0.000032729753,0.000046027773,0.0000821844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003664075,0.0004700367,0.00066005957,0.00043123605,0.0008284473,0.0009765802,0.00088644156,0.0012987637,0.0022911155],"category_scores_gemma":[0.0010879522,0.0003194042,0.0004684109,0.00023485842,0.0018622642,0.00071107113,0.0014637915,0.00057871605,0.00021944435],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011284081,0.00032891752,0.00397323,0.00027963935,0.00024313427,0.004421112,0.001293693,0.3020559,0.27480394,0.39897418,0.0013640373,0.011133704],"study_design_scores_gemma":[0.00009314361,0.00019056353,0.0011103459,0.000010292153,0.00002246551,0.0001709395,0.00010711034,0.9784818,0.0059800553,0.013242885,0.0005481239,0.000042172556],"about_ca_topic_score_codex":0.0014342498,"about_ca_topic_score_gemma":0.00067690416,"teacher_disagreement_score":0.0022911155,"about_ca_system_score_codex":0.0005067581,"about_ca_system_score_gemma":0.00044753635,"threshold_uncertainty_score":0.0076645613},"labels":[],"label_agreement":null},{"id":"W3195295310","doi":"10.1115/1.4052209","title":"A Coupled Two-Way Fluid–Structure Interaction Analysis for the Dynamics of a Partially Confined Cantilevered Pipe Under Simultaneous Internal and External Axial Flow in Opposite Directions","year":2021,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Computational fluid dynamics; Fluid–structure interaction; Mechanics; Annulus (botany); Finite element method; Flutter; Cantilever; Fluid dynamics; Displacement (psychology); Internal flow; Instability; Structural engineering; Flow (mathematics); Materials science; Engineering; Physics; Aerodynamics","score_opus":0.005618747557624433,"score_gpt":0.23349510577727134,"score_spread":0.2278763582196469,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195295310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94909894,0.000034055938,0.049203042,0.000036417507,0.000007154051,0.000026623551,0.000027890761,0.00006840641,0.0014975871],"genre_scores_gemma":[0.99663913,0.000012261657,0.0028141523,0.000004714877,0.0000017199252,0.000016148739,0.000014331515,0.0000069941543,0.0004905888],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991584,0.000012778063,0.0000027063327,0.000015364343,0.00003727152,0.000015979102],"domain_scores_gemma":[0.9998716,0.000052610187,0.000021660453,0.000011301121,0.00002643167,0.00001625925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000175521,0.00028382897,0.00036532,0.00040572984,0.00036407082,0.00033714995,0.00030730243,0.00042029147,0.0009605327],"category_scores_gemma":[0.00033676525,0.00019327545,0.00050132023,0.00014241053,0.00067552703,0.0003004327,0.000519417,0.0002401746,0.00007899727],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017067244,0.00011817446,0.008496958,0.00009346639,0.00007869338,0.0005854634,0.00033774815,0.7291595,0.24564056,0.0025909785,0.00016127966,0.0125665665],"study_design_scores_gemma":[0.0000049529467,0.000053667598,0.0019306173,0.0000012631066,0.000003861168,0.000022393417,0.000025199837,0.994148,0.0036168797,0.00011583582,0.000071613154,0.000005703455],"about_ca_topic_score_codex":0.0024002152,"about_ca_topic_score_gemma":0.0015169774,"teacher_disagreement_score":0.0024002152,"about_ca_system_score_codex":0.00022687632,"about_ca_system_score_gemma":0.0003722154,"threshold_uncertainty_score":0.0047724843},"labels":[],"label_agreement":null},{"id":"W3195882090","doi":"10.1002/cjce.24294","title":"Experimental and numerical modal analysis of wall tubes in the coal‐fired boiler or radiant syngas cooler","year":2021,"lang":"en","type":"article","venue":"The Canadian Journal of Chemical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Boiler (water heating); Natural frequency; Finite element method; Coal; Materials science; Vibration; Structural engineering; Modal analysis; Engineering; Waste management; Acoustics","score_opus":0.007401635908275322,"score_gpt":0.19579138060457274,"score_spread":0.1883897446962974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195882090","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927832,0.000023494464,0.0063942894,0.0000090491685,0.0000056921604,0.000013596205,0.000074664975,0.000061283914,0.0006347294],"genre_scores_gemma":[0.9966311,0.000012129285,0.0027150053,0.000002315692,8.4706863e-7,0.000014109857,0.000050898943,0.000007070673,0.000566499],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983907,0.00001884671,0.000007290695,0.000032563574,0.00007729067,0.000024967097],"domain_scores_gemma":[0.999721,0.00011585191,0.000025064315,0.000027404785,0.0000924625,0.00001817948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003846071,0.000297567,0.00024255938,0.00045160585,0.00039472838,0.00016325005,0.00030654628,0.00033985457,0.002261725],"category_scores_gemma":[0.00042764164,0.00016926916,0.000265733,0.0001985587,0.00048331622,0.00021982717,0.00020213156,0.00017124106,0.00016104228],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005103718,0.00010843916,0.0060741445,0.00012866604,0.000011667751,0.00017178549,0.00038910683,0.02906049,0.9494347,0.0005615863,0.00019169394,0.013357327],"study_design_scores_gemma":[0.000045587152,0.00089539343,0.046610594,0.000019696317,0.000034565674,0.000093134026,0.00038741098,0.29030102,0.66006416,0.0002847019,0.0012090908,0.00005471335],"about_ca_topic_score_codex":0.0016288962,"about_ca_topic_score_gemma":0.0022563462,"teacher_disagreement_score":0.002261725,"about_ca_system_score_codex":0.0002480756,"about_ca_system_score_gemma":0.00014884032,"threshold_uncertainty_score":0.0075662136},"labels":[],"label_agreement":null},{"id":"W3198980937","doi":"10.17762/de.vi.4301","title":"Free Vibration Analysis of Hybrid And Non-Hybrid GFRP Composite Wind Turbine Blade","year":2021,"lang":"en","type":"article","venue":"Design Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Turbine blade; Vibration; Structural engineering; Blade (archaeology); Composite number; Wind power; Stiffness; Materials science; Renewable energy; Turbine; Glass fiber; Composite material; Mechanical engineering; Engineering; Acoustics","score_opus":0.005952774602207932,"score_gpt":0.18093207610288803,"score_spread":0.17497930150068008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3198980937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9900843,0.00020682093,0.008871286,0.0000174048,0.000010767732,0.000006709362,0.000092051734,0.000039504663,0.00067126646],"genre_scores_gemma":[0.9966535,0.00006892438,0.0023430402,0.0000063800253,0.0000018484707,0.000007984065,0.00008173818,0.0000054654165,0.00083108083],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999232,0.000006021331,0.000003943304,0.000015804431,0.00004131241,0.000009700607],"domain_scores_gemma":[0.999915,0.000026812304,0.000017564646,0.000006513768,0.00002816054,0.000005996291],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000111043315,0.00015511735,0.0001370966,0.00028769905,0.00010931734,0.00009739576,0.00015058764,0.00025795918,0.0008889596],"category_scores_gemma":[0.000115797375,0.00009606045,0.0001705087,0.0001375212,0.00013854507,0.00014633079,0.000078396915,0.00013399463,0.00011243409],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010201542,0.00001982068,0.0017667942,0.000068953996,0.000008122786,0.00012254757,0.00008147477,0.0019827676,0.98801255,0.00009820285,0.00008339106,0.0076532844],"study_design_scores_gemma":[0.000015846583,0.0010613406,0.12928282,0.000028764978,0.000035621844,0.0005957574,0.00060088484,0.09518232,0.7698966,0.00040309405,0.002851686,0.000045217985],"about_ca_topic_score_codex":0.00030152223,"about_ca_topic_score_gemma":0.0006583792,"teacher_disagreement_score":0.0008889596,"about_ca_system_score_codex":0.000056704605,"about_ca_system_score_gemma":0.00003885467,"threshold_uncertainty_score":0.0029739141},"labels":[],"label_agreement":null},{"id":"W3201168367","doi":"10.1016/j.jfluidstructs.2021.103364","title":"Geometrically exact dynamics of cantilevered pipes conveying fluid","year":2021,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Galerkin method; Instability; Nonlinear system; Bifurcation; Flow (mathematics); Hopf bifurcation; Dynamic mode decomposition; Oscillation (cell signaling); Cantilever; Mechanics; Modal; Classical mechanics; Chaotic; Fluid dynamics; Mathematics; Physics; Engineering; Computer science; Structural engineering","score_opus":0.006242888925937615,"score_gpt":0.2103691277497571,"score_spread":0.2041262388238195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201168367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7894321,0.0005804528,0.16616015,0.0009347993,0.00021842278,0.0000495348,0.00018174163,0.00018331471,0.04225941],"genre_scores_gemma":[0.99128926,0.000115356204,0.0038364893,0.000037645328,0.00002412014,0.000009468319,0.000032711632,0.000028414805,0.00462667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998136,0.000045840847,0.000006122415,0.000028147482,0.00007392015,0.00003245083],"domain_scores_gemma":[0.99975866,0.00009195576,0.000044971715,0.000021201196,0.000055226858,0.000028105513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030147767,0.00044495898,0.0004340407,0.0006031837,0.00043858372,0.00093808654,0.0007895247,0.0014618037,0.004701488],"category_scores_gemma":[0.0015609545,0.00034347238,0.00029435763,0.00034231774,0.0018444194,0.0015127079,0.0010189561,0.00072953675,0.00033452024],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011229074,0.00007337952,0.0015044393,0.00006781915,0.000019010911,0.0007504924,0.0003296891,0.78714836,0.014972288,0.18409345,0.0010194264,0.009909321],"study_design_scores_gemma":[0.000011918822,0.00003206224,0.0009812819,0.00000576582,0.000002436833,0.000097444936,0.00007107758,0.979506,0.00032162305,0.018537136,0.00042050713,0.000012754912],"about_ca_topic_score_codex":0.0025496182,"about_ca_topic_score_gemma":0.0018067232,"teacher_disagreement_score":0.004701488,"about_ca_system_score_codex":0.0006653021,"about_ca_system_score_gemma":0.00050272304,"threshold_uncertainty_score":0.015728056},"labels":[],"label_agreement":null},{"id":"W3203029122","doi":"10.18409/ispiv.v1i1.169","title":"Determination of the Near Wall Flow of a Multi-Stage Tesla Diode Using PIV and PTV","year":2021,"lang":"en","type":"article","venue":"14th International Symposium on Particle Image Velocimetry","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Particle image velocimetry; Particle tracking velocimetry; Velocimetry; Optics; Physics; Flow (mathematics); Tracking (education); Range (aeronautics); Acoustics; Materials science; Mechanics","score_opus":0.016549893581001132,"score_gpt":0.2662087040695947,"score_spread":0.24965881048859356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3203029122","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8747166,0.00032632146,0.12210987,0.0000665717,0.00004563853,0.00005412804,0.00016528148,0.0004343008,0.0020813083],"genre_scores_gemma":[0.92862064,0.00013378741,0.06962535,0.000014998197,0.000008124718,0.000036693953,0.000094418276,0.00003574634,0.0014303494],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974483,0.00003656696,0.000014976781,0.0000683048,0.00009603636,0.000039253446],"domain_scores_gemma":[0.99941134,0.00028127426,0.00007261356,0.000065672626,0.00012550484,0.000043669366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047872966,0.00031711915,0.0004007633,0.0005021158,0.00038767123,0.0007200262,0.0005064095,0.0005206525,0.00094503455],"category_scores_gemma":[0.0009875059,0.00023093788,0.00027222544,0.0003039675,0.0004546606,0.0006999973,0.00029208543,0.00038538297,0.00028546868],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019113798,0.000045819772,0.002870165,0.00006667494,0.0000058081555,0.00008214441,0.00019420464,0.0042291037,0.97648513,0.0009500803,0.00010638694,0.014773246],"study_design_scores_gemma":[0.000011762419,0.0004096467,0.006860494,0.0000104393475,0.000008509872,0.00018674144,0.00013980592,0.056882944,0.93313986,0.00024480376,0.002068763,0.000036131183],"about_ca_topic_score_codex":0.00078213227,"about_ca_topic_score_gemma":0.00070037664,"teacher_disagreement_score":0.00094503455,"about_ca_system_score_codex":0.00036014346,"about_ca_system_score_gemma":0.0005067511,"threshold_uncertainty_score":0.0031614304},"labels":[],"label_agreement":null},{"id":"W3205336918","doi":"10.1115/pvp2021-62462","title":"Flow-Induced Vibration Behaviour of a Rotated Square Tube Array Subjected to Cross-Flow","year":2021,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Vibration; Vortex-induced vibration; Mechanics; Transverse plane; Flow (mathematics); Tube (container); Physics; Vorticity; Flow velocity; Instability; Square (algebra); Acoustics; Water tunnel; Materials science; Vortex; Structural engineering; Geometry; Engineering; Mathematics; Composite material","score_opus":0.009253149327964477,"score_gpt":0.23746159891107188,"score_spread":0.2282084495831074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205336918","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99647444,0.00003823621,0.0031436402,0.000012320777,0.000012670198,0.0000110161245,0.00003084232,0.000050272964,0.00022639314],"genre_scores_gemma":[0.9980191,0.000020894191,0.0015278531,0.000006750689,0.0000030987244,0.000011707118,0.0000351064,0.000008906068,0.00036660043],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999716,0.00004438188,0.000016449854,0.000067261535,0.00009950608,0.000056448134],"domain_scores_gemma":[0.9994387,0.00020579321,0.00009138074,0.00006800191,0.00011875827,0.000077371275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035495168,0.0003273389,0.00033501908,0.0003269294,0.00024657915,0.00021720637,0.00028714412,0.00041119297,0.0022281809],"category_scores_gemma":[0.0007345764,0.00020232014,0.00019315993,0.00017006785,0.00047362605,0.00027751137,0.00030743546,0.00022395959,0.00022831852],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006691196,0.000096092095,0.0016918614,0.00004717824,0.0000138595215,0.00019474217,0.00016341047,0.007444549,0.9829979,0.00009562121,0.00006936592,0.006516424],"study_design_scores_gemma":[0.000061143386,0.0046654516,0.026551943,0.000019013638,0.000038204398,0.00018907651,0.00029963732,0.08109967,0.8861941,0.00011874633,0.00072232785,0.000040670537],"about_ca_topic_score_codex":0.0003260582,"about_ca_topic_score_gemma":0.00024101255,"teacher_disagreement_score":0.0022281809,"about_ca_system_score_codex":0.00013421777,"about_ca_system_score_gemma":0.000112813184,"threshold_uncertainty_score":0.007453978},"labels":[],"label_agreement":null},{"id":"W3212099898","doi":"10.1115/imece2000-2007","title":"Comparison of Different Viscoelastic Models for Nonlinear Free Vibrations of Moving Belts","year":2000,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Viscoelasticity; Nonlinear system; Vibration; Standard linear solid model; Oscillation (cell signaling); Amplitude; Mechanics; Classical mechanics; Physics; Mathematical analysis; Mathematics; Acoustics; Optics; Thermodynamics","score_opus":0.016795488322050054,"score_gpt":0.2568782927003518,"score_spread":0.24008280437830173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212099898","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71079195,0.001604592,0.27594808,0.0002683428,0.000114047034,0.00007124681,0.00008740488,0.00030418864,0.010810193],"genre_scores_gemma":[0.9859029,0.00058058277,0.010896762,0.000025511023,0.000023613446,0.000049607883,0.000057749286,0.000022955686,0.002440392],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983954,0.000044468332,0.000011674305,0.000018113791,0.00006654239,0.00001967295],"domain_scores_gemma":[0.9996499,0.00019110397,0.00004239562,0.000044734523,0.000047219746,0.000024605173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050358154,0.00055183977,0.00047809348,0.00080759707,0.0002229378,0.000558291,0.00094951823,0.0008399316,0.0012026854],"category_scores_gemma":[0.0010527992,0.00017366548,0.0007922729,0.0003997899,0.00042649484,0.0011813213,0.0003730459,0.00027594605,0.00023115818],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038590835,0.00025024146,0.0026142988,0.00029665188,0.00008718951,0.00027925373,0.0004306456,0.85363483,0.054265603,0.04608252,0.0006890119,0.040983774],"study_design_scores_gemma":[0.000011060154,0.00006864345,0.0003786059,0.000011406433,0.000007784908,0.000022008417,0.000022160311,0.9950848,0.002019892,0.002013524,0.00034872256,0.000011361421],"about_ca_topic_score_codex":0.000615723,"about_ca_topic_score_gemma":0.00055955094,"teacher_disagreement_score":0.0012026854,"about_ca_system_score_codex":0.00039034573,"about_ca_system_score_gemma":0.0002029736,"threshold_uncertainty_score":0.0040233135},"labels":[],"label_agreement":null},{"id":"W3212186543","doi":"10.1115/imece2000-1007","title":"Non-Linear Vibrations of Fluid-Filled, Simply Supported Circular Cylindrical Shells: Theory and Experiments","year":2000,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Inviscid flow; Harmonics; Physics; Normal mode; Rotational symmetry; Nonlinear system; Shell (structure); Boundary value problem; Galerkin method; Mechanics; Displacement (psychology); Vibration; Classical mechanics; Acoustics; Engineering","score_opus":0.008388190529322492,"score_gpt":0.2371042875587193,"score_spread":0.2287160970293968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212186543","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9900879,0.00008722574,0.008513994,0.000030147543,0.000007681902,0.000021547017,0.000039321196,0.0000820684,0.0011301577],"genre_scores_gemma":[0.99707305,0.000043200005,0.002373351,0.0000050710296,0.0000019315307,0.000012344767,0.000015903628,0.0000061626756,0.0004689692],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981314,0.0000373304,0.000008880532,0.000031665797,0.00008776783,0.000021225092],"domain_scores_gemma":[0.99956447,0.00025505255,0.000037301183,0.00006712882,0.000047190322,0.000028839933],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034446135,0.00030056536,0.00031392337,0.00016334098,0.0001805024,0.00024269773,0.00054872135,0.0005385849,0.0012479989],"category_scores_gemma":[0.00069773884,0.00017303093,0.00021683764,0.00012569621,0.00055932614,0.00029517937,0.0003993189,0.00019287081,0.00017517507],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007645498,0.00022344038,0.0031324697,0.0002848597,0.000020985106,0.0004047522,0.0007209876,0.059729207,0.9212067,0.0014274411,0.00020668641,0.011877903],"study_design_scores_gemma":[0.000107217194,0.0023891758,0.012530581,0.000042574746,0.000022274331,0.0002556922,0.0004293914,0.68838394,0.2939182,0.00088177685,0.00097515783,0.000064110594],"about_ca_topic_score_codex":0.00034810943,"about_ca_topic_score_gemma":0.00027568097,"teacher_disagreement_score":0.0012479989,"about_ca_system_score_codex":0.00010732899,"about_ca_system_score_gemma":0.00009836618,"threshold_uncertainty_score":0.0041750073},"labels":[],"label_agreement":null},{"id":"W3212232494","doi":"10.1115/imece2001/pvp-25209","title":"Analysis of Curved Beams by the B-Spline Field Approximation Method","year":2001,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"A priori and a posteriori; Deflection (physics); Timoshenko beam theory; Bernoulli's principle; Spline (mechanical); Computer science; Beam (structure); Mathematics; Physics; Classical mechanics; Optics; Structural engineering; Engineering","score_opus":0.009203049116670732,"score_gpt":0.2531030185224622,"score_spread":0.24389996940579148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212232494","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024383305,0.00006939214,0.97454154,0.000031508287,0.000008111638,0.000013724185,0.000023511187,0.0001014196,0.0008275157],"genre_scores_gemma":[0.69267124,0.0004076104,0.29949617,0.00004023707,0.000019756946,0.000111986235,0.00013456366,0.00011933271,0.0069991266],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979645,0.000072736795,0.000007710424,0.00001784955,0.000084609674,0.000020636724],"domain_scores_gemma":[0.99958605,0.00021444065,0.000048630885,0.000027985554,0.00010287454,0.000020134068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008181332,0.00040543542,0.00039083257,0.0008629218,0.00023933747,0.00038845086,0.00046050292,0.00062854466,0.0023534724],"category_scores_gemma":[0.0011684208,0.00022885225,0.0005179383,0.0005585784,0.0005100454,0.0004966086,0.00039899966,0.0003984432,0.00038497738],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007694014,0.000022795055,0.00074017205,0.000045083318,0.000024155812,0.000076812714,0.00006846585,0.90964925,0.019917361,0.03789511,0.00029300948,0.03119089],"study_design_scores_gemma":[0.0000016949313,0.000010313268,0.00011000148,0.0000032254268,0.0000011293788,0.000009455777,0.000005069844,0.9960114,0.0005568772,0.0030250032,0.0002618163,0.0000039809834],"about_ca_topic_score_codex":0.0032453497,"about_ca_topic_score_gemma":0.0020115564,"teacher_disagreement_score":0.0032453497,"about_ca_system_score_codex":0.00032905073,"about_ca_system_score_gemma":0.00052661204,"threshold_uncertainty_score":0.007873118},"labels":[],"label_agreement":null},{"id":"W3212693169","doi":"10.1115/imece2000-2197","title":"Modal Analysis in Coupled Vibration of Serpentine Belt Drive System","year":2000,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Eigenfunction; Superposition principle; Eigenvalues and eigenvectors; Modal analysis; Vibration; Modal; Harmonic; Equations of motion; Mathematical analysis; Modal testing; Harmonic analysis; Linear system; Resonance (particle physics); Control theory (sociology); Mathematics; Physics; Classical mechanics; Computer science; Acoustics; Materials science; Quantum mechanics","score_opus":0.002822676646933885,"score_gpt":0.181376869649893,"score_spread":0.1785541930029591,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212693169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8786956,0.00013569753,0.11668157,0.000035533936,0.000006850348,0.000021929582,0.000027834418,0.000096986325,0.0042980453],"genre_scores_gemma":[0.99763334,0.000019829322,0.0015907938,0.0000025862596,0.0000011281411,0.000005173153,0.0000064245746,0.000003342537,0.00073742744],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992466,0.000016748321,0.0000024124333,0.000016606515,0.000029125225,0.000010453361],"domain_scores_gemma":[0.9999114,0.00003825556,0.000016281465,0.000006648542,0.000020805199,0.000006518163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015024171,0.00024652318,0.00020775589,0.00028124946,0.00018165592,0.00022411338,0.00019647618,0.00020339711,0.0015318095],"category_scores_gemma":[0.00024554852,0.000095561336,0.0001693468,0.0000988429,0.00024877526,0.00024252426,0.00025629438,0.000104916486,0.00009903697],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00084610516,0.000114415314,0.00778393,0.00026775664,0.000117053,0.0012277957,0.0009161312,0.5746557,0.34069073,0.015309203,0.00042508787,0.05764612],"study_design_scores_gemma":[0.0000065852378,0.000074333606,0.0024635228,0.000005478171,0.000008243339,0.000050338098,0.000080469596,0.98873925,0.0070294174,0.0012098727,0.0003252591,0.000007300854],"about_ca_topic_score_codex":0.00088533486,"about_ca_topic_score_gemma":0.00064777135,"teacher_disagreement_score":0.0015318095,"about_ca_system_score_codex":0.00018979938,"about_ca_system_score_gemma":0.0000802957,"threshold_uncertainty_score":0.00512439},"labels":[],"label_agreement":null},{"id":"W3212893180","doi":"10.1115/imece2000-1002","title":"Geometrically Nonlinear Forced Vibrations of Circular Cylindrical Shells Containing Flowing Fluid","year":2000,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Amplitude; Nonlinear system; Mechanics; Physics; Bifurcation; Vibration; Excitation; Shell (structure); Classical mechanics; Flow (mathematics); Bifurcation diagram; Optics; Materials science; Acoustics","score_opus":0.007865428294090536,"score_gpt":0.21077163734808657,"score_spread":0.20290620905399603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212893180","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939434,0.00002515175,0.0051730173,0.000019604799,0.000005410398,0.000004982781,0.000010298511,0.00003431237,0.0007838383],"genre_scores_gemma":[0.99912375,0.000009892992,0.0005718101,0.0000036107829,0.000001140864,0.0000031667194,0.00000872397,0.000004683943,0.00027317292],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999291,0.000016633945,0.0000036938548,0.000012382525,0.00002008654,0.000018108194],"domain_scores_gemma":[0.99978155,0.00008597736,0.000047636553,0.000021132364,0.000032339405,0.00003132665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018833287,0.00020737175,0.0002712327,0.00023302318,0.0002537472,0.0003391456,0.00027625007,0.00036780583,0.00089556444],"category_scores_gemma":[0.00081585563,0.0001574699,0.00019154286,0.0001017296,0.00066620624,0.00025082062,0.00039173133,0.00013307785,0.00010907847],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008756112,0.00008415648,0.0059769894,0.00013259587,0.000072978415,0.0013100704,0.0006684915,0.33485112,0.6379038,0.005987272,0.0003746425,0.011762158],"study_design_scores_gemma":[0.000027007294,0.0002401145,0.0053240224,0.000010238249,0.000011381827,0.000118707605,0.00012089951,0.9670708,0.02575846,0.0010275135,0.00026830786,0.000022625107],"about_ca_topic_score_codex":0.0010344569,"about_ca_topic_score_gemma":0.00042573965,"teacher_disagreement_score":0.0010344569,"about_ca_system_score_codex":0.00020734762,"about_ca_system_score_gemma":0.00015670584,"threshold_uncertainty_score":0.0029959679},"labels":[],"label_agreement":null},{"id":"W3213133500","doi":"10.1115/imece2000-1001","title":"Nonlinear Stability of Circular Cylindrical Shells in Axially Flowing Fluid","year":2000,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Inviscid flow; Shell (structure); Axial symmetry; Galerkin method; Nonlinear system; Mechanics; Boundary value problem; Instability; Physics; Classical mechanics; Linear stability; Flow (mathematics); Rotational symmetry; Mathematics; Geometry; Materials science","score_opus":0.007930071774423893,"score_gpt":0.20481964718820986,"score_spread":0.19688957541378596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3213133500","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9832971,0.00009165248,0.013929847,0.00008424978,0.00000996376,0.000015372743,0.000030817715,0.000066466106,0.002474505],"genre_scores_gemma":[0.9974158,0.000038020476,0.00130214,0.000010327515,0.000004218008,0.0000105761965,0.000024633768,0.000010670964,0.0011836659],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987173,0.000029464512,0.0000059701383,0.000022025806,0.000038732658,0.000032123917],"domain_scores_gemma":[0.99961215,0.00013079416,0.0001068132,0.000023231492,0.0000664307,0.00006068431],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033634,0.00040495276,0.00044389753,0.0005000412,0.0006111766,0.00089718425,0.00045747857,0.0006630411,0.00061738596],"category_scores_gemma":[0.00123828,0.00025751442,0.00028461235,0.0001701978,0.0016661827,0.00041616627,0.0008009639,0.00020985788,0.00016514228],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008274699,0.00010674909,0.00644807,0.00013609529,0.000058234964,0.001190766,0.0005894236,0.7498142,0.20836584,0.025740594,0.00046260504,0.006259885],"study_design_scores_gemma":[0.000023430608,0.00008440093,0.00097424135,0.000006588762,0.0000056639224,0.00005886063,0.000059613274,0.9922977,0.0049613765,0.0013437511,0.00016975861,0.000014596884],"about_ca_topic_score_codex":0.0046608537,"about_ca_topic_score_gemma":0.001399487,"teacher_disagreement_score":0.0046608537,"about_ca_system_score_codex":0.0004945563,"about_ca_system_score_gemma":0.00057964073,"threshold_uncertainty_score":0.009267449},"labels":[],"label_agreement":null},{"id":"W3213293183","doi":"10.1115/imece2000-1003","title":"Non-Linear Dynamic Analysis of Cylindrical Shells Subjected to a Flowing Fluid","year":2000,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"","keywords":"Shell (structure); Finite element method; Boundary value problem; Displacement (psychology); Linear elasticity; Mathematical analysis; Linear system; Mathematics; Mechanics; Physics; Geometry; Materials science","score_opus":0.004574086969808807,"score_gpt":0.22173619499495584,"score_spread":0.21716210802514704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3213293183","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8824557,0.0001120264,0.11353623,0.00006447802,0.000020732206,0.00004225266,0.000047976442,0.00016349627,0.0035569777],"genre_scores_gemma":[0.99597883,0.000043675092,0.0024317626,0.000008593068,0.000002587356,0.000017802127,0.000020917063,0.000013399717,0.0014824013],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985933,0.000032781692,0.0000051320094,0.000015748836,0.00006414012,0.000022826089],"domain_scores_gemma":[0.99979347,0.00009826899,0.0000396962,0.000020330364,0.000031638097,0.000016676924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002821672,0.00038600157,0.00033281997,0.00041672084,0.0002336617,0.0003128797,0.00034028673,0.00035819598,0.00094443053],"category_scores_gemma":[0.000816216,0.00020513026,0.00040331887,0.0001319409,0.0007388403,0.0002670873,0.00040658785,0.00016108266,0.00013405125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023455985,0.00006304164,0.0018090308,0.00008709135,0.000032435244,0.0006741162,0.00024836505,0.7611146,0.22155319,0.0040614707,0.00016735714,0.009954653],"study_design_scores_gemma":[0.0000073106426,0.00007293251,0.0016742002,0.00000493267,0.0000049785644,0.00005044786,0.00003170569,0.9883272,0.009222691,0.00039905752,0.00019560086,0.000008979715],"about_ca_topic_score_codex":0.0018518621,"about_ca_topic_score_gemma":0.0011699916,"teacher_disagreement_score":0.0018518621,"about_ca_system_score_codex":0.00017851761,"about_ca_system_score_gemma":0.00026327145,"threshold_uncertainty_score":0.0036821365},"labels":[],"label_agreement":null},{"id":"W3213348891","doi":"10.1115/imece2001/de-23217","title":"Nonlinear Vibration and Periodicity Analysis of Timoshenko Beams Under Harmonic Base Excitation","year":2001,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Timoshenko beam theory; Vibration; Beam (structure); Rotary inertia; Excitation; Physics; Amplitude; Nonlinear system; Harmonic; Equations of motion; Normal mode; Classical mechanics; Mathematical analysis; Mechanics; Mathematics; Acoustics; Optics; Quantum mechanics","score_opus":0.011009323514278876,"score_gpt":0.22192713001348222,"score_spread":0.21091780649920333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3213348891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9487265,0.00010173107,0.047587045,0.000045359262,0.000010251346,0.000011592901,0.00002451382,0.000031578358,0.0034614927],"genre_scores_gemma":[0.9971872,0.00005120972,0.0021323003,0.00000504953,0.000002917159,0.000008036794,0.000010969909,0.0000041868902,0.000598001],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999335,0.0000119475235,0.0000018519949,0.000008938123,0.000031869815,0.00001188527],"domain_scores_gemma":[0.9998945,0.000044582797,0.00002697068,0.000011632935,0.000014253459,0.000008083775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024497468,0.00021857047,0.00020778878,0.00023985947,0.00017434673,0.00017669004,0.0001735837,0.0002801482,0.0009348886],"category_scores_gemma":[0.00048698296,0.00011686293,0.00016671301,0.000096806216,0.00039686036,0.00018836376,0.00018148834,0.00013142446,0.00013400601],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004528233,0.00007516421,0.006789911,0.0001527376,0.000047186077,0.00094312057,0.0005427142,0.32027248,0.59264535,0.035692543,0.00041526344,0.041970704],"study_design_scores_gemma":[0.000012240639,0.000080916296,0.006395103,0.000009074956,0.000007724905,0.00009497198,0.000060725288,0.96962714,0.020551553,0.0028311613,0.00031743944,0.000011927928],"about_ca_topic_score_codex":0.00037673843,"about_ca_topic_score_gemma":0.00025329037,"teacher_disagreement_score":0.0009348886,"about_ca_system_score_codex":0.00012583844,"about_ca_system_score_gemma":0.00012901917,"threshold_uncertainty_score":0.003127575},"labels":[],"label_agreement":null},{"id":"W3213488387","doi":"10.1115/imece2000-2014","title":"Stability of a Gyroelastic Plate","year":2000,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Flutter; Stability (learning theory); Gyroscope; Boundary (topology); Boundary value problem; Divergence (linguistics); Equations of motion; Plane (geometry); Control theory (sociology); Longitudinal static stability; Physics; Mechanics; Classical mechanics; Computer science; Aerodynamics; Mathematics; Mathematical analysis; Geometry","score_opus":0.006016914741335859,"score_gpt":0.1830773530521268,"score_spread":0.17706043831079094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3213488387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8156849,0.0005775527,0.14044566,0.00064969726,0.00012102556,0.000056190187,0.0002529831,0.00045470582,0.041757226],"genre_scores_gemma":[0.990642,0.00014391392,0.0016588405,0.000021834478,0.000014784152,0.000030543684,0.00004171591,0.000014308781,0.007432142],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999409,0.000011149991,0.0000018962224,0.0000133838175,0.00002232459,0.000010368303],"domain_scores_gemma":[0.9999318,0.000013857773,0.00001633418,0.0000075058406,0.000016315247,0.000014131551],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009224213,0.00069309067,0.0005620916,0.00032310362,0.00059690146,0.001019822,0.000510059,0.0007770905,0.001837346],"category_scores_gemma":[0.00027783567,0.00020800425,0.0002715331,0.00014718159,0.0016134768,0.00040523484,0.0006034197,0.00036453048,0.00031309962],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011323652,0.000028981154,0.0007317849,0.00004774941,0.00003672926,0.0004519341,0.00015912509,0.9219896,0.037472755,0.03608649,0.0005109878,0.0023705626],"study_design_scores_gemma":[0.000033019653,0.00007623557,0.0005983927,0.00000937409,0.0000126470295,0.000066493456,0.00004298467,0.9873317,0.0022882496,0.008462944,0.001062216,0.0000157288],"about_ca_topic_score_codex":0.0104839755,"about_ca_topic_score_gemma":0.0021139686,"teacher_disagreement_score":0.0104839755,"about_ca_system_score_codex":0.0006277601,"about_ca_system_score_gemma":0.00057417457,"threshold_uncertainty_score":0.02084589},"labels":[],"label_agreement":null},{"id":"W3214068940","doi":"10.1115/imece2001/de-23232","title":"Direct Perturbation Analysis on Transmission Lines With Detuning Pendulums","year":2001,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Aerodynamics; Nonlinear system; Perturbation (astronomy); Vibration; Ordinary differential equation; Control theory (sociology); Poincaré–Lindstedt method; Partial differential equation; Electric power transmission; Differential equation; Equations of motion; Physics; Perturbation theory (quantum mechanics); Classical mechanics; Mathematical analysis; Mechanics; Computer science; Mathematics; Engineering; Acoustics; Control (management)","score_opus":0.007093371651163011,"score_gpt":0.20244199165379062,"score_spread":0.19534862000262762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214068940","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4852896,0.0003858571,0.5007328,0.00023707452,0.00006319907,0.000075740085,0.00007409134,0.00021494017,0.0129267145],"genre_scores_gemma":[0.9906533,0.00013290897,0.005935753,0.000015765001,0.00001314907,0.000024122324,0.00001943075,0.000012277479,0.003193386],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998909,0.000040755018,0.0000022697682,0.000014314641,0.00003984724,0.000011886056],"domain_scores_gemma":[0.9998716,0.000053252475,0.000024723193,0.000009868432,0.000028647888,0.000011977506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018434339,0.00055918837,0.0004150071,0.00034758844,0.00023217888,0.0003342002,0.00030169246,0.00040251363,0.0011185543],"category_scores_gemma":[0.00050345,0.00016832052,0.00024932687,0.00015001667,0.000528725,0.00033382126,0.00038321453,0.00033029218,0.00012239287],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012873512,0.000053747808,0.0009966131,0.000087390945,0.00004270825,0.00074632687,0.00010889668,0.90439427,0.04544712,0.03535434,0.0006947088,0.01194512],"study_design_scores_gemma":[0.000004058094,0.000024535697,0.00016580678,0.0000016962792,0.0000020439559,0.000022934148,0.000008641858,0.99718946,0.00065401697,0.0017492449,0.00017507643,0.0000026285943],"about_ca_topic_score_codex":0.0024301822,"about_ca_topic_score_gemma":0.0008445825,"teacher_disagreement_score":0.0024301822,"about_ca_system_score_codex":0.0003220973,"about_ca_system_score_gemma":0.00016355638,"threshold_uncertainty_score":0.004832089},"labels":[],"label_agreement":null},{"id":"W3214091436","doi":"10.3390/jcs5110295","title":"Wrinkle Formation and Initial Defect Sensitivity of Steered Tow in Automated Fiber Placement","year":2021,"lang":"en","type":"article","venue":"Journal of Composites Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Wrinkle; Viscoelasticity; Materials science; Boundary value problem; Composite material; Structural engineering; Mechanics; Mathematics; Physics; Engineering; Mathematical analysis","score_opus":0.008522592051134242,"score_gpt":0.2451208047409939,"score_spread":0.23659821268985967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214091436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97531676,0.00013597532,0.02376164,0.000015923215,0.000008345918,0.000014466845,0.000025740206,0.00013793628,0.00058323855],"genre_scores_gemma":[0.9981584,0.00003930142,0.0015614894,0.0000030698584,0.0000012620752,0.0000036933,0.00001326497,0.000006436575,0.00021314845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967206,0.000038636463,0.000010489152,0.00008795762,0.0001439168,0.000046904148],"domain_scores_gemma":[0.9985514,0.000627143,0.00046750813,0.00011938609,0.0001912431,0.000043248587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027624585,0.00038212741,0.00025560084,0.00036555342,0.00017072687,0.0003551866,0.00033487345,0.00052344357,0.00049171766],"category_scores_gemma":[0.0015568592,0.00024386491,0.00024919497,0.00020869098,0.0004886588,0.0005986311,0.00032321116,0.00028702425,0.00009936247],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006709144,0.00028190372,0.015903968,0.0003078996,0.0000465901,0.0010037626,0.00043446862,0.42569226,0.51942766,0.00075830723,0.00016475949,0.035307568],"study_design_scores_gemma":[0.000010434207,0.00059767946,0.015940314,0.00001405157,0.000018708351,0.0002940514,0.00016910736,0.8001144,0.18221802,0.00029143074,0.0002948908,0.000036919137],"about_ca_topic_score_codex":0.0015895101,"about_ca_topic_score_gemma":0.0012347108,"teacher_disagreement_score":0.0015895101,"about_ca_system_score_codex":0.00030215157,"about_ca_system_score_gemma":0.00019398662,"threshold_uncertainty_score":0.003160596},"labels":[],"label_agreement":null},{"id":"W345361428","doi":"10.4271/2007-01-1348","title":"Transmission Mount Assembly Modelling for Load Simulation and Analysis","year":2007,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor; Chrysler (Canada)","funders":"","keywords":"Mount; Computer science; Transmission (telecommunications); Telecommunications; Operating system","score_opus":0.013357747273599247,"score_gpt":0.25773956069157183,"score_spread":0.24438181341797258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W345361428","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.040210437,0.00018365322,0.892872,0.00021225482,0.00012231598,0.00023158669,0.002108073,0.007960212,0.05609944],"genre_scores_gemma":[0.6867834,0.00061676773,0.20317163,0.000101135985,0.00009748152,0.0011239154,0.003860659,0.0037767317,0.10046821],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997578,0.0000432771,0.000010586441,0.000026608219,0.00013925206,0.000022506896],"domain_scores_gemma":[0.9995789,0.00013763554,0.00003610628,0.000067471236,0.00016673481,0.000013195137],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029892445,0.0010173871,0.00058570877,0.0005019057,0.00043152084,0.0009093436,0.0015931309,0.0013385465,0.03707472],"category_scores_gemma":[0.0009998421,0.0005537064,0.0008461185,0.00040640356,0.00020797252,0.0008862237,0.0005077285,0.00080864626,0.009508576],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036299,0.000042148997,0.000311728,0.000084786465,0.000012481112,0.000076959535,0.00007037066,0.9747823,0.0061218967,0.0025463474,0.0030051372,0.012909517],"study_design_scores_gemma":[0.000004466996,0.00001484112,0.00015023418,0.0000061889477,0.0000029055243,0.000015364318,0.000008249014,0.9943938,0.0013660799,0.00030758628,0.0037247343,0.000005466177],"about_ca_topic_score_codex":0.010979127,"about_ca_topic_score_gemma":0.008677332,"teacher_disagreement_score":0.03707472,"about_ca_system_score_codex":0.0005569291,"about_ca_system_score_gemma":0.0006289839,"threshold_uncertainty_score":0.12402725},"labels":[],"label_agreement":null},{"id":"W36239709","doi":"10.1016/b978-008043711-8/50014-3","title":"SIMULATION OF TURBULENCE-INDUCED VIBRATION OF LOOSELY SUPPORTED HEAT EXCHANGER TUBES","year":2000,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Heat exchanger; Tube (container); Mechanics; Drag; Materials science; Baffle; Structural engineering; Vibration; Turbulence; Rubbing; Engineering; Mechanical engineering; Composite material; Physics; Acoustics","score_opus":0.01521393500867767,"score_gpt":0.22702977471340888,"score_spread":0.2118158397047312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W36239709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88664585,0.00016427478,0.09283389,0.0002445988,0.00012442068,0.00007158042,0.0003171741,0.00077973865,0.018818403],"genre_scores_gemma":[0.99281585,0.000030082438,0.004807573,0.000015260906,0.0000080041345,0.000027743728,0.00008705979,0.00003934018,0.0021690794],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989355,0.000030295361,0.000004235872,0.000013884004,0.000030356385,0.000027584607],"domain_scores_gemma":[0.9996294,0.00024252206,0.000025378635,0.000023124045,0.000038861777,0.000040725674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019086867,0.00048463146,0.00052593363,0.00023144177,0.0004337367,0.0005696469,0.0007788196,0.0010308783,0.004224948],"category_scores_gemma":[0.0007933117,0.0002827737,0.00039315055,0.00022641235,0.00057716406,0.00041728796,0.00048744734,0.0005179116,0.00020701636],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009105122,0.000047453475,0.000828244,0.0000215599,0.000009868922,0.00006950693,0.000045026187,0.99179626,0.0034756549,0.0011426248,0.00022799661,0.002244684],"study_design_scores_gemma":[0.000008098677,0.000015051025,0.00018757248,0.0000014123759,0.00000131082,0.000003849325,0.0000079875945,0.9990816,0.000455492,0.00017395597,0.00006147108,0.000002182317],"about_ca_topic_score_codex":0.007299806,"about_ca_topic_score_gemma":0.0037300754,"teacher_disagreement_score":0.007299806,"about_ca_system_score_codex":0.0004414345,"about_ca_system_score_gemma":0.00053782,"threshold_uncertainty_score":0.014514625},"labels":[],"label_agreement":null},{"id":"W400193928","doi":"","title":"Serious Drought Lingers","year":2012,"lang":"en","type":"article","venue":"Iowa State University Digital Repository (Iowa State University)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Drought resistance; Biology; Agronomy","score_opus":0.00415715299180073,"score_gpt":0.15070663148009816,"score_spread":0.14654947848829744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W400193928","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5821115,0.02459209,0.015546952,0.04442071,0.006612095,0.00015327336,0.014354299,0.0024034434,0.3098056],"genre_scores_gemma":[0.9431062,0.009709466,0.001969254,0.0056903264,0.0013473852,0.000042220443,0.0033483477,0.00013832492,0.03464841],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99976426,0.000024646883,0.000018754794,0.00005249629,0.00007270782,0.00006718708],"domain_scores_gemma":[0.9993736,0.000088024324,0.00013391765,0.00004496194,0.00012731037,0.00023219292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004982943,0.0003559829,0.00032030162,0.0004900094,0.0011888638,0.0017346538,0.00023001824,0.00061642437,0.013683524],"category_scores_gemma":[0.0014614816,0.00012905891,0.00016302482,0.0007394412,0.00045746722,0.001249757,0.0013462481,0.0007436518,0.0029386757],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035057575,0.0001222021,0.11177091,0.0009774377,0.00016775295,0.0030050674,0.0043366817,0.0008707313,0.014789119,0.02674915,0.35634717,0.48051313],"study_design_scores_gemma":[0.000028576851,0.00021124881,0.12899719,0.00033580896,0.00006602489,0.0016727302,0.0057125287,0.00072915223,0.0013072101,0.01821651,0.84267575,0.00004722683],"about_ca_topic_score_codex":0.002036174,"about_ca_topic_score_gemma":0.0061671967,"teacher_disagreement_score":0.013683524,"about_ca_system_score_codex":0.0005806886,"about_ca_system_score_gemma":0.000868268,"threshold_uncertainty_score":0.04577595},"labels":[],"label_agreement":null},{"id":"W4205634810","doi":"10.1098/rspa.2021.0509","title":"Viscoplastic plates","year":2021,"lang":"en","type":"article","venue":"Proceedings of the Royal Society A Mathematical Physical and Engineering Sciences","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Viscoplasticity; von Mises yield criterion; Deflection (physics); Bending moment; Mechanics; Constitutive equation; Nonlinear system; Materials science; Plane stress; Plasticity; Mathematics; Structural engineering; Classical mechanics; Physics; Composite material; Engineering; Finite element method","score_opus":0.005317444787691852,"score_gpt":0.18973834931288389,"score_spread":0.18442090452519203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205634810","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07953855,0.00097394915,0.82275826,0.00046339238,0.00029288055,0.00007235612,0.00039682403,0.00055865094,0.09494516],"genre_scores_gemma":[0.86354595,0.0014564543,0.073619895,0.00031894102,0.00027324236,0.000193052,0.00051788223,0.00018637137,0.05988822],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987066,0.000020008129,0.0000054092757,0.00003648722,0.000053384738,0.000014073557],"domain_scores_gemma":[0.9999052,0.000016370612,0.000024972845,0.000018781639,0.000022742935,0.00001176507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011867011,0.00083838595,0.00041390775,0.00074237026,0.00035666517,0.00066503836,0.0013315179,0.0009921734,0.003138456],"category_scores_gemma":[0.0003408135,0.0003187426,0.0006139582,0.00038114053,0.0010412788,0.0007601431,0.0009306596,0.0007664684,0.0012855706],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044449498,0.000039279814,0.00042046772,0.00012788015,0.000018049053,0.0005080428,0.00015758986,0.365643,0.04418866,0.5735093,0.0015995519,0.013743808],"study_design_scores_gemma":[0.00001033847,0.00008109099,0.0005326673,0.000025597064,0.000015802487,0.0007055269,0.000052975156,0.9272373,0.0061132316,0.05287356,0.012325049,0.000026884063],"about_ca_topic_score_codex":0.00077693386,"about_ca_topic_score_gemma":0.0004988332,"teacher_disagreement_score":0.003138456,"about_ca_system_score_codex":0.00038766547,"about_ca_system_score_gemma":0.00039129035,"threshold_uncertainty_score":0.010499179},"labels":[],"label_agreement":null},{"id":"W4206460107","doi":"10.1155/2022/7343582","title":"Multidimensional Vibrations of Cable-Harnessed Beam Structures with Periodic Pattern: Modeling and Experiment","year":2022,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Beam (structure); Vibration; Homogenization (climate); Coupling (piping); Equations of motion; Mathematical model; Bending; Structural engineering; Engineering; Physics; Classical mechanics; Mechanical engineering; Acoustics","score_opus":0.007620783506693131,"score_gpt":0.2045577213388942,"score_spread":0.19693693783220106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206460107","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97791195,0.00008144191,0.020013656,0.000049648886,0.0000097790935,0.000025969204,0.00009162517,0.000096006326,0.0017198023],"genre_scores_gemma":[0.9959627,0.00005273072,0.003420981,0.000004005874,0.0000015825456,0.00002147836,0.000029133531,0.0000050443546,0.00050248875],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988735,0.000017629694,0.000005565966,0.00002735211,0.00004870222,0.000013279536],"domain_scores_gemma":[0.9998435,0.00006342372,0.00002916227,0.00003207764,0.000019416128,0.000012403223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024375938,0.00028118966,0.00025202255,0.00023440052,0.00016821655,0.00028310224,0.00041924664,0.0005859933,0.00086101395],"category_scores_gemma":[0.00029573654,0.00016751866,0.00025233295,0.00020161686,0.00039279502,0.000333926,0.0002946488,0.00023530626,0.00011851428],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040309317,0.00044525214,0.009085521,0.00021269592,0.000048129852,0.00063658075,0.0007663589,0.610547,0.35242686,0.0037032408,0.00047876168,0.021246538],"study_design_scores_gemma":[0.000020957556,0.0004132224,0.0038514049,0.000011661978,0.000010913546,0.000064223386,0.00009319849,0.9686076,0.02624529,0.00037549072,0.0002920122,0.000013975315],"about_ca_topic_score_codex":0.0005602305,"about_ca_topic_score_gemma":0.00049194944,"teacher_disagreement_score":0.00086101395,"about_ca_system_score_codex":0.00017853838,"about_ca_system_score_gemma":0.00016245781,"threshold_uncertainty_score":0.0028803945},"labels":[],"label_agreement":null},{"id":"W4206889726","doi":"","title":"Impact de la dissymétrie sur la répartition des courants pour les onduleurs entrelacés couplés","year":2021,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"","keywords":"Physics","score_opus":0.012755206148326688,"score_gpt":0.24163092355264382,"score_spread":0.22887571740431714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206889726","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9790791,0.00028545217,0.014119054,0.00013275923,0.00007369009,0.000021295695,0.00019789278,0.0002700216,0.005820731],"genre_scores_gemma":[0.99438345,0.00010322255,0.001386443,0.000009814116,0.000006392858,0.000010151466,0.0000749454,0.000055355053,0.003970238],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999537,0.00004898242,0.000019573405,0.00010013858,0.00019193768,0.000102405225],"domain_scores_gemma":[0.99857986,0.00069907866,0.0001510555,0.00010695413,0.0003550783,0.000107943786],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054032047,0.000715558,0.0005540512,0.0008342814,0.0009468758,0.0013183363,0.00045118565,0.0010075168,0.009769031],"category_scores_gemma":[0.0024899207,0.00039512385,0.00054449576,0.0006613434,0.000711308,0.0009065856,0.0009383087,0.0008134968,0.0014948508],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0032764708,0.00021780941,0.025323138,0.0004350407,0.00010791216,0.0014768712,0.0011419952,0.32777128,0.5403356,0.0022515676,0.000898424,0.096763924],"study_design_scores_gemma":[0.00011491261,0.0017819908,0.14108217,0.000092824004,0.00017632851,0.0005853318,0.0024761674,0.40256214,0.4445865,0.0012242841,0.005147362,0.00017001375],"about_ca_topic_score_codex":0.009503561,"about_ca_topic_score_gemma":0.0060497727,"teacher_disagreement_score":0.009769031,"about_ca_system_score_codex":0.00056366355,"about_ca_system_score_gemma":0.0006238968,"threshold_uncertainty_score":0.03268063},"labels":[],"label_agreement":null},{"id":"W4211251639","doi":"10.1016/j.tws.2022.108969","title":"Analysis of nonlinear vibrations of thin cylindrical shells subjected to supersonic flow","year":2022,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flutter; Shell (structure); Nonlinear system; Mechanics; Aeroelasticity; Aerodynamics; Supersonic speed; Stiffness; Displacement (psychology); Physics; Vibration; Galerkin method; Boundary value problem; Classical mechanics; Materials science; Mathematical analysis; Mathematics","score_opus":0.007174984076052304,"score_gpt":0.2217291350333461,"score_spread":0.2145541509572938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4211251639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8530296,0.0004127533,0.12408834,0.0003590032,0.00008372853,0.000058313304,0.000067647845,0.00011172299,0.02178887],"genre_scores_gemma":[0.99101955,0.00015811891,0.0024180855,0.000034165263,0.00002666181,0.00001846438,0.000030654883,0.000030912524,0.0062631993],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999859,0.000034514145,0.00000421659,0.000018427392,0.000048733313,0.00003516173],"domain_scores_gemma":[0.9996959,0.000115357194,0.0000675787,0.000022588736,0.000056315534,0.000042189284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003726848,0.0006127389,0.00042131558,0.0005712049,0.00036422373,0.00062176667,0.0005602866,0.0008939697,0.0015562294],"category_scores_gemma":[0.0011543317,0.0003028267,0.0004267897,0.00023625177,0.0016635822,0.00049223535,0.00079211744,0.00048909755,0.00020055618],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030614843,0.000085991705,0.0021060922,0.00010051561,0.000060452945,0.0007220348,0.0003225438,0.890813,0.06855787,0.026103843,0.00050161395,0.010319773],"study_design_scores_gemma":[0.000006802975,0.000030416302,0.0016698883,0.0000059521935,0.0000040627497,0.000033525168,0.000053301286,0.995374,0.0010382904,0.0016520554,0.00012292305,0.000008789669],"about_ca_topic_score_codex":0.0031138654,"about_ca_topic_score_gemma":0.0018771914,"teacher_disagreement_score":0.0031138654,"about_ca_system_score_codex":0.0004250126,"about_ca_system_score_gemma":0.00045960065,"threshold_uncertainty_score":0.006191492},"labels":[],"label_agreement":null},{"id":"W4213180546","doi":"10.1155/2022/6822689","title":"Dynamic Windage Yaw Angle and Dynamic Wind Load Factor of a Suspension Insulator String","year":2022,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Chongqing University of Science and Technology; Chongqing Municipal Education Commission; Chongqing University; National Natural Science Foundation of China","keywords":"Windage; Suspension (topology); String (physics); Wind engineering; Dynamic load testing; Control theory (sociology); Engineering; Structural engineering; Computer science; Physics; Mechanical engineering; Mathematics","score_opus":0.005584530672102089,"score_gpt":0.20692592226313053,"score_spread":0.20134139159102843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213180546","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.029059071,0.00017180503,0.96151656,0.000035790803,0.000050168295,0.000041725223,0.00020623802,0.0007998409,0.008118863],"genre_scores_gemma":[0.8017898,0.00070534745,0.18128595,0.000035289126,0.00006282213,0.00015527349,0.00076971843,0.00026011452,0.014935723],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973863,0.000022946664,0.00001816195,0.000077951394,0.000119564735,0.000022765033],"domain_scores_gemma":[0.9998529,0.00004185165,0.000020378513,0.000021577187,0.00005477633,0.0000083878695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018053647,0.00077967136,0.0003909028,0.00094810536,0.00028434873,0.0006166177,0.00051846803,0.00041457452,0.008301336],"category_scores_gemma":[0.0008481442,0.00030093867,0.0006779462,0.00071834354,0.00029285,0.0008548615,0.0003685819,0.00033278126,0.0022630952],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020385324,0.000063143016,0.00866847,0.0004023861,0.000044156037,0.00061646587,0.00023226351,0.5083241,0.08609503,0.02854083,0.0038187834,0.36299044],"study_design_scores_gemma":[0.000015285927,0.000072066745,0.0061760116,0.000022886552,0.000021957892,0.00027853757,0.000062556865,0.9727682,0.011670255,0.003416271,0.005444643,0.000051401767],"about_ca_topic_score_codex":0.003953792,"about_ca_topic_score_gemma":0.0030860177,"teacher_disagreement_score":0.008301336,"about_ca_system_score_codex":0.00037063882,"about_ca_system_score_gemma":0.00045240208,"threshold_uncertainty_score":0.027770758},"labels":[],"label_agreement":null},{"id":"W4224602492","doi":"10.1680/jencm.21.00013","title":"Vibration analysis of buried pipelines and piles using differential transformation method","year":2022,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Stiffness; Spring (device); Vibration; Structural engineering; Boundary value problem; Beam (structure); Pipeline transport; Differential equation; Euler's formula; Foundation (evidence); Geology; Mathematical analysis; Mechanics; Engineering; Physics; Mathematics; Acoustics","score_opus":0.007652007680128829,"score_gpt":0.20522652133352354,"score_spread":0.1975745136533947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4224602492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5241141,0.00011847778,0.47353616,0.000032962336,0.0000103393495,0.000015664016,0.000047525824,0.0001641596,0.001960661],"genre_scores_gemma":[0.9862687,0.000058650763,0.01282433,0.0000025806976,0.0000022386873,0.0000072282946,0.000029864996,0.000008800958,0.0007975884],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999552,0.000007868683,0.0000018170139,0.000008548114,0.000020147729,0.000006422134],"domain_scores_gemma":[0.9999434,0.000028187615,0.000008145649,0.0000051058337,0.0000118591315,0.0000034157065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008660958,0.00019808332,0.00018965664,0.00027081565,0.00008998584,0.00013572536,0.0001814456,0.00016601915,0.00088017585],"category_scores_gemma":[0.00020637682,0.00010122651,0.00018323165,0.00021984206,0.00018719584,0.00020431181,0.00014900761,0.00011445215,0.00009745169],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015243738,0.000058698766,0.005132356,0.00017193577,0.000029090936,0.0005197287,0.00033097045,0.64787936,0.2432864,0.010065691,0.00032768937,0.092045605],"study_design_scores_gemma":[0.000004586113,0.0000353282,0.0019329868,0.0000026388223,0.0000024092742,0.00006643644,0.000031938052,0.9922699,0.0045888713,0.0008136925,0.000245966,0.000005323201],"about_ca_topic_score_codex":0.0007847183,"about_ca_topic_score_gemma":0.0005751868,"teacher_disagreement_score":0.00088017585,"about_ca_system_score_codex":0.00013390394,"about_ca_system_score_gemma":0.00016705482,"threshold_uncertainty_score":0.002944529},"labels":[],"label_agreement":null},{"id":"W4226417660","doi":"10.1007/s11340-022-00838-6","title":"Dynamic Analysis and Experimental Validation of Periodically Wrapped Cable-Harnessed Plate Structures","year":2022,"lang":"en","type":"article","venue":"Experimental Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Stiffening; Diagonal; Structural engineering; Vibration; Zigzag; Solid mechanics; Modal analysis; Engineering; Acoustics; Materials science; Finite element method; Geometry; Physics; Mathematics","score_opus":0.005645214800719905,"score_gpt":0.22871582349109437,"score_spread":0.22307060869037446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226417660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98854804,0.000033428667,0.009512508,0.000027170216,0.00001629233,0.000028723287,0.0001661255,0.00014235455,0.0015253703],"genre_scores_gemma":[0.99674463,0.00002075361,0.0021244392,0.000004304521,0.0000024961528,0.000022795992,0.00010230709,0.000013769856,0.000964511],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957913,0.000063850355,0.000015098294,0.00006564131,0.00021608704,0.000060195776],"domain_scores_gemma":[0.99906904,0.0002470871,0.00013867774,0.00021059714,0.00026997042,0.000064726446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004818685,0.0006564789,0.00029596416,0.00054025376,0.00032682723,0.00031171791,0.00087525876,0.0007386207,0.002228097],"category_scores_gemma":[0.0012682974,0.00024213493,0.0002550373,0.00028891503,0.0008962383,0.00038148861,0.00046869542,0.00036252823,0.0004975307],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006154633,0.0004668042,0.003653996,0.00019642968,0.000026028301,0.00045116522,0.00030709177,0.07097519,0.9069242,0.0010799164,0.0004150342,0.014888645],"study_design_scores_gemma":[0.00013878687,0.0051145414,0.025814755,0.00005500763,0.000052352774,0.0003655961,0.00039217784,0.19967246,0.7652767,0.0003552151,0.0027062965,0.000056200617],"about_ca_topic_score_codex":0.00059813925,"about_ca_topic_score_gemma":0.0007996758,"teacher_disagreement_score":0.002228097,"about_ca_system_score_codex":0.0002884645,"about_ca_system_score_gemma":0.00034658037,"threshold_uncertainty_score":0.0074537992},"labels":[],"label_agreement":null},{"id":"W4229747011","doi":"10.32920/14638884","title":"A finite element formulation for bending-torsion coupled vibration analysis of delaminated beams under combined axial load and end moment","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Vibration; Structural engineering; Galerkin method; Discretization; Timoshenko beam theory; Beam (structure); Stiffness; Direct stiffness method; Normal mode; Stiffness matrix; Mathematical analysis; Mathematics; Physics; Engineering; Acoustics","score_opus":0.01123839316673713,"score_gpt":0.23650298263666633,"score_spread":0.2252645894699292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229747011","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0069327066,0.0001238437,0.9902265,0.000055702087,0.000027691698,0.000040563726,0.00005952834,0.000060122897,0.0024733911],"genre_scores_gemma":[0.35719988,0.0010117062,0.62196535,0.00012660507,0.00007843176,0.0006860222,0.00045424214,0.00018674257,0.018291092],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997638,0.000055616943,0.000012035179,0.000040527146,0.00011293424,0.000015033262],"domain_scores_gemma":[0.9997819,0.000101940925,0.000024808454,0.000023715009,0.0000591949,0.000008378928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005922413,0.0008142782,0.0006879426,0.0005607492,0.00034361533,0.00058194215,0.0013362399,0.001631865,0.0026264077],"category_scores_gemma":[0.0007054479,0.0004289798,0.0007094026,0.0003581743,0.0005961776,0.0005800331,0.00079300144,0.00084511016,0.00067962497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035817073,0.0000619792,0.00069467747,0.00032724705,0.000038565544,0.00028044364,0.00025793162,0.867389,0.05547226,0.040322043,0.000703678,0.03441635],"study_design_scores_gemma":[0.0000029008595,0.000036270965,0.00014453518,0.000020164667,0.0000070298784,0.00006357805,0.000033772227,0.9922748,0.0025418757,0.0029881885,0.0018800654,0.000006827583],"about_ca_topic_score_codex":0.0010640672,"about_ca_topic_score_gemma":0.0017400068,"teacher_disagreement_score":0.0026264077,"about_ca_system_score_codex":0.0003484139,"about_ca_system_score_gemma":0.0006568788,"threshold_uncertainty_score":0.008786261},"labels":[],"label_agreement":null},{"id":"W4231360934","doi":"10.32920/14637150.v1","title":"On the Flexural-Torsional Vibration and Stability of Beams Subjected to Axial Load and End Moment","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Beam (structure); Bending stiffness; Torsion (gastropod); Boundary value problem; Finite element method; Vibration; Isotropy; Bending moment; Stiffening; Natural frequency; Conjugate beam method; Stiffness; Shear and moment diagram; Buckling; Timoshenko beam theory; Mechanics; Materials science; Physics; Mathematics; Mathematical analysis; Engineering; Acoustics","score_opus":0.01045374767187597,"score_gpt":0.21164398968985235,"score_spread":0.2011902420179764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231360934","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56999487,0.009442998,0.37847456,0.00023482986,0.00010553063,0.0000727877,0.00027912838,0.00018280755,0.04121245],"genre_scores_gemma":[0.96327585,0.006691929,0.019900274,0.00004781867,0.000097435535,0.000063310545,0.00019128069,0.000060403345,0.009671561],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999699,0.00005695514,0.0000097396405,0.00005685903,0.00015052952,0.000026933074],"domain_scores_gemma":[0.9994061,0.00042649268,0.000065706365,0.000030100586,0.000059562,0.0000119387505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003720004,0.00063669315,0.00043352426,0.0009225888,0.00028195154,0.0003969048,0.00039630217,0.00048805575,0.0020632453],"category_scores_gemma":[0.001072485,0.0001729074,0.00034476462,0.00037763972,0.00092240336,0.00051011005,0.0005360536,0.0002763644,0.0005477374],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003873897,0.00012006463,0.004154877,0.0011252809,0.00008694048,0.0012201233,0.0007160494,0.289206,0.43400228,0.06723412,0.0010628289,0.20068409],"study_design_scores_gemma":[0.000022373535,0.0005096546,0.021634921,0.00028574365,0.00005965485,0.0011530145,0.00034863246,0.8131302,0.11219475,0.042848364,0.007709479,0.00010321421],"about_ca_topic_score_codex":0.0006994658,"about_ca_topic_score_gemma":0.00067531713,"teacher_disagreement_score":0.0020632453,"about_ca_system_score_codex":0.00019312439,"about_ca_system_score_gemma":0.00021844942,"threshold_uncertainty_score":0.006902218},"labels":[],"label_agreement":null},{"id":"W4232619417","doi":"10.4273/ijvss.1.4.16","title":"Free Vibration Analysis of Sandwich Beams: A Dynamic Finite Element","year":2009,"lang":"en","type":"article","venue":"International Journal of Vehicle Structures and Systems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Vibration; Discretization; Eigenvalues and eigenvectors; Stiffness matrix; Mathematical analysis; Bending; Equations of motion; Beam (structure); Mixed finite element method; Structural engineering; Mathematics; Physics; Classical mechanics; Engineering","score_opus":0.005384279679422244,"score_gpt":0.2377242928557271,"score_spread":0.23234001317630487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4232619417","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15412101,0.0003245733,0.83977795,0.00012183275,0.00003436837,0.00003304443,0.00005672745,0.000117648655,0.0054128966],"genre_scores_gemma":[0.8546874,0.00031652366,0.1402351,0.000049158363,0.000017785873,0.00011607395,0.000100944555,0.00003799233,0.0044389567],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984515,0.00002956616,0.000005364684,0.000023055414,0.000083681065,0.000013121693],"domain_scores_gemma":[0.99983954,0.00007097364,0.0000135997125,0.000024371144,0.000040602332,0.000010829058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037564928,0.0003847646,0.00038889586,0.00033976126,0.00022614523,0.0003827583,0.00056265737,0.0007685719,0.0013072734],"category_scores_gemma":[0.0006537638,0.00020013364,0.0005351347,0.00016980099,0.00042642144,0.00045468073,0.0005513403,0.00032210714,0.00034464843],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000077282726,0.00007297358,0.0021963343,0.00016549094,0.000045987003,0.00019536825,0.00019894967,0.7470468,0.16950002,0.022968618,0.00044501992,0.057087243],"study_design_scores_gemma":[0.0000036336703,0.000032862197,0.00037473103,0.0000093009885,0.000004727806,0.000047114914,0.000016370122,0.9922741,0.0050421655,0.0016123154,0.0005760201,0.0000065176364],"about_ca_topic_score_codex":0.00097186305,"about_ca_topic_score_gemma":0.0008102927,"teacher_disagreement_score":0.0013072734,"about_ca_system_score_codex":0.00019113091,"about_ca_system_score_gemma":0.0004593046,"threshold_uncertainty_score":0.004373312},"labels":[],"label_agreement":null},{"id":"W4235068483","doi":"10.30534/ijeter/2020/548102020","title":"Adaptability of triangular TL tower design with Schifflerized angle sections","year":2020,"lang":"en","type":"article","venue":"International Journal of Emerging Trends in Engineering Research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tower; Adaptability; Engineering; Materials science; Structural engineering; Biology","score_opus":0.06361448441541646,"score_gpt":0.33388723369190376,"score_spread":0.2702727492764873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235068483","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24725758,0.0002678196,0.63473606,0.00016923418,0.00022524963,0.00035722106,0.0005210797,0.0026381407,0.11382767],"genre_scores_gemma":[0.8655393,0.00014609296,0.11923517,0.00006610894,0.000024969211,0.000085523905,0.00036206405,0.00023218851,0.014308512],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996555,0.00005739689,0.000026874943,0.0000676722,0.00013714962,0.000055330704],"domain_scores_gemma":[0.99953806,0.000043928754,0.00007959046,0.00008996968,0.00020347699,0.000044984263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029268977,0.0005520052,0.00016192703,0.0004939731,0.0002546653,0.0006716637,0.0008046857,0.00039487233,0.009200742],"category_scores_gemma":[0.0006627909,0.00022752662,0.00036096512,0.00037001763,0.0003928819,0.0004800228,0.00043715353,0.00031109565,0.0022294067],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012523315,0.00022027892,0.01280465,0.0006610111,0.000075064694,0.0015716389,0.00065701955,0.21731432,0.32122108,0.05072096,0.01092749,0.38257414],"study_design_scores_gemma":[0.00032903373,0.00449033,0.015695283,0.00021406816,0.00020120988,0.003440126,0.0007597573,0.5317781,0.25190023,0.015357373,0.17561215,0.00022233854],"about_ca_topic_score_codex":0.0022093977,"about_ca_topic_score_gemma":0.0038599719,"teacher_disagreement_score":0.009200742,"about_ca_system_score_codex":0.0005867796,"about_ca_system_score_gemma":0.00066315994,"threshold_uncertainty_score":0.0307796},"labels":[],"label_agreement":null},{"id":"W4235094021","doi":"10.23952/asvao.2.2020.1.03","title":"On periodic oscillations of some points of a string with a nonlinear boundary condition","year":2020,"lang":"en","type":"article","venue":"Applied Set-Valued Analysis and Optimization","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Education and Science of the Russian Federation; Russian Foundation for Basic Research","keywords":"Nonlinear system; String (physics); Nonlinear Oscillations; Mathematical analysis; Boundary (topology); Physics; Mathematics; Theoretical physics; Quantum mechanics","score_opus":0.006368512809520612,"score_gpt":0.2037103192458582,"score_spread":0.19734180643633759,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235094021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5927288,0.0010535404,0.38653725,0.0010584671,0.0001285843,0.00005957748,0.00007625957,0.00007776736,0.018279703],"genre_scores_gemma":[0.9744587,0.00038965925,0.020298762,0.000067954505,0.00005793276,0.0000583159,0.00005320997,0.000029201292,0.0045861355],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997224,0.000108469256,0.000010858046,0.00005202244,0.00006140881,0.000044879685],"domain_scores_gemma":[0.9992636,0.000441847,0.00011668943,0.00003933856,0.00008162434,0.00005692784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092543516,0.0004515236,0.00055467227,0.0005985541,0.00071380317,0.00086498976,0.0007301196,0.0014026158,0.0018954959],"category_scores_gemma":[0.0027413864,0.00027643263,0.0006534437,0.00033355338,0.0013957708,0.001347945,0.00081087434,0.00083784806,0.00014280446],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041138552,0.00014807307,0.0057408228,0.0006708159,0.00014532794,0.0031752775,0.0010206733,0.30607596,0.030646853,0.6229567,0.001941025,0.027067158],"study_design_scores_gemma":[0.000054482385,0.0001557521,0.0013283795,0.00006627701,0.000026298565,0.0002832025,0.00026093793,0.8527533,0.003171027,0.14093664,0.0009324789,0.000031270374],"about_ca_topic_score_codex":0.00067072304,"about_ca_topic_score_gemma":0.00035326413,"teacher_disagreement_score":0.0018954959,"about_ca_system_score_codex":0.00041391386,"about_ca_system_score_gemma":0.00027996584,"threshold_uncertainty_score":0.00634104},"labels":[],"label_agreement":null},{"id":"W4235768167","doi":"10.29007/kvt4","title":"Vortex-Induced Vibrations of a Low-tension Cable-Sheave System Modeled using Nonlinear Finite Elements","year":2018,"lang":"en","type":"paratext","venue":"EasyChair preprint","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vortex shedding; Tension (geology); Vortex; Vibration; Finite element method; Physics; Mechanics; Van der Pol oscillator; Nonlinear system; Wake; Starting vortex; Structural engineering; Vortex ring; Engineering; Acoustics; Classical mechanics","score_opus":0.02229784120796232,"score_gpt":0.2568727730956011,"score_spread":0.23457493188763875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235768167","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6185157,0.00013549323,0.36322466,0.00020418616,0.000033340326,0.00007105308,0.0002023282,0.00023889476,0.017374422],"genre_scores_gemma":[0.9837299,0.00007771315,0.009377451,0.000016380474,0.0000061642854,0.000054308166,0.000068587564,0.000025470335,0.0066439356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998994,0.00003040486,0.0000039989936,0.000016614078,0.000034885918,0.000014618006],"domain_scores_gemma":[0.99987364,0.00006247746,0.000022988777,0.000013952496,0.000016246542,0.000010682917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000163652,0.0003116989,0.00027830916,0.00029012628,0.0003084545,0.00044095184,0.0004759557,0.0009018346,0.001731923],"category_scores_gemma":[0.00044116817,0.000224463,0.0003113805,0.00017022717,0.00069673214,0.0004822584,0.00044151756,0.0004297833,0.00028750105],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035936668,0.0000326715,0.0009850414,0.000020333942,0.0000059974864,0.00011789485,0.00010909847,0.9821482,0.010222897,0.003364813,0.00012379808,0.00283338],"study_design_scores_gemma":[0.000003038739,0.000014393815,0.00017532548,0.0000024632711,0.0000010901966,0.000011203758,0.000018485867,0.9987213,0.0005515685,0.00030987468,0.0001883851,0.0000027825636],"about_ca_topic_score_codex":0.0038385503,"about_ca_topic_score_gemma":0.0025596446,"teacher_disagreement_score":0.0038385503,"about_ca_system_score_codex":0.00035082936,"about_ca_system_score_gemma":0.00042996995,"threshold_uncertainty_score":0.0076323748},"labels":[],"label_agreement":null},{"id":"W4237163589","doi":"10.32920/ryerson.14651571.v1","title":"Triply Coupled Bending-Bending-Torsion Vibrational Analysis of Rotating Beams Using Fem and Dynamic Finite Element Formulation","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Torsion (gastropod); Method of mean weighted residuals; Vibration; Structural engineering; Beam (structure); Eigenvalues and eigenvectors; Mathematical analysis; Equations of motion; Mathematics; Physics; Engineering; Classical mechanics; Galerkin method; Acoustics","score_opus":0.014009746785701915,"score_gpt":0.2565921323849677,"score_spread":0.2425823855992658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237163589","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028573228,0.00018392039,0.96631396,0.00004530762,0.00002047436,0.000026000045,0.00003607409,0.00009706714,0.004704022],"genre_scores_gemma":[0.610212,0.0006610229,0.37880614,0.00007854233,0.000027799495,0.00019583083,0.00018344045,0.00012071646,0.00971455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980634,0.000042633055,0.000007488626,0.000026379279,0.00010125518,0.00001584165],"domain_scores_gemma":[0.999889,0.000051187762,0.000014124278,0.000015690628,0.000024837816,0.000005199239],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030734373,0.00033813107,0.0003366104,0.00045313605,0.00018750397,0.0003375677,0.00055807474,0.0005511553,0.001550238],"category_scores_gemma":[0.00050356786,0.0002161546,0.00041518515,0.0002701869,0.00044103636,0.00041440263,0.00041030152,0.00028505773,0.00038984092],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024707906,0.00003502674,0.00093295047,0.00011219646,0.000029786996,0.00010401305,0.00012441374,0.8557661,0.042146485,0.03789657,0.0003652675,0.06246251],"study_design_scores_gemma":[0.0000011487125,0.000011917701,0.00017674427,0.0000066399084,0.000002301665,0.000024447612,0.000012421911,0.99506325,0.0018958023,0.0017154348,0.0010857098,0.000004173759],"about_ca_topic_score_codex":0.0013681848,"about_ca_topic_score_gemma":0.0013140843,"teacher_disagreement_score":0.001550238,"about_ca_system_score_codex":0.000224272,"about_ca_system_score_gemma":0.00037288058,"threshold_uncertainty_score":0.0051860213},"labels":[],"label_agreement":null},{"id":"W4238444063","doi":"10.1139/tcsme-2017-0044","title":"VIBRATION SUPPRESSION OF A ROTATING HUB-BEAM SYSTEM WITH A FLEXIBLE SUPPORT USING FRACTIONAL ORDER SLIDING MODE CONTROL","year":2017,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Beam (structure); Mode (computer interface); Control theory (sociology); Physics; Sliding mode control; Vibration control; Structural engineering; Engineering; Control (management); Nonlinear system; Computer science; Acoustics","score_opus":0.010947116719748476,"score_gpt":0.2220778013119721,"score_spread":0.21113068459222362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238444063","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7290045,0.0002749206,0.2656757,0.0001897031,0.0001097531,0.00002078447,0.000017730457,0.0001962273,0.0045106355],"genre_scores_gemma":[0.9968683,0.000022989381,0.0026315625,0.000006784206,0.0000058162855,0.0000041958024,0.000003633364,0.000002336102,0.00045430224],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999143,0.000020691816,0.0000054350053,0.000016809241,0.000026352656,0.000016425196],"domain_scores_gemma":[0.99981993,0.000069492016,0.000031774674,0.000017049233,0.000043821252,0.000017815633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002166533,0.00036699188,0.00045639664,0.00016418326,0.0003988909,0.0002833561,0.00031492006,0.00041187363,0.0008144695],"category_scores_gemma":[0.0002793238,0.00011691711,0.0003000414,0.00016078082,0.00030839394,0.00019309235,0.0002801872,0.0002187508,0.00008905137],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017305602,0.00018162571,0.0026655209,0.00045462782,0.00017833218,0.00095650996,0.0005947224,0.30012408,0.59503144,0.0053081145,0.00069657725,0.092077896],"study_design_scores_gemma":[0.00003448289,0.00042576608,0.0014866997,0.000008757298,0.000038372924,0.000046670524,0.00003757202,0.98458767,0.012644898,0.0003637666,0.00031379715,0.000011719678],"about_ca_topic_score_codex":0.0009982279,"about_ca_topic_score_gemma":0.0009786325,"teacher_disagreement_score":0.0009982279,"about_ca_system_score_codex":0.00008576732,"about_ca_system_score_gemma":0.00018991432,"threshold_uncertainty_score":0.0027246475},"labels":[],"label_agreement":null},{"id":"W4239200994","doi":"10.32920/14637150","title":"On the Flexural-Torsional Vibration and Stability of Beams Subjected to Axial Load and End Moment","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Beam (structure); Bending stiffness; Torsion (gastropod); Finite element method; Boundary value problem; Vibration; Isotropy; Bending moment; Stiffening; Natural frequency; Conjugate beam method; Stiffness; Buckling; Shear and moment diagram; Timoshenko beam theory; Mechanics; Physics; Mathematics; Mathematical analysis; Engineering; Acoustics","score_opus":0.01045374767187597,"score_gpt":0.21164398968985235,"score_spread":0.2011902420179764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239200994","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56999487,0.009442998,0.37847456,0.00023482986,0.00010553063,0.0000727877,0.00027912838,0.00018280755,0.04121245],"genre_scores_gemma":[0.96327585,0.006691929,0.019900274,0.00004781867,0.000097435535,0.000063310545,0.00019128069,0.000060403345,0.009671561],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999699,0.00005695514,0.0000097396405,0.00005685903,0.00015052952,0.000026933074],"domain_scores_gemma":[0.9994061,0.00042649268,0.000065706365,0.000030100586,0.000059562,0.0000119387505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003720004,0.00063669315,0.00043352426,0.0009225888,0.00028195154,0.0003969048,0.00039630217,0.00048805575,0.0020632453],"category_scores_gemma":[0.001072485,0.0001729074,0.00034476462,0.00037763972,0.00092240336,0.00051011005,0.0005360536,0.0002763644,0.0005477374],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003873897,0.00012006463,0.004154877,0.0011252809,0.00008694048,0.0012201233,0.0007160494,0.289206,0.43400228,0.06723412,0.0010628289,0.20068409],"study_design_scores_gemma":[0.000022373535,0.0005096546,0.021634921,0.00028574365,0.00005965485,0.0011530145,0.00034863246,0.8131302,0.11219475,0.042848364,0.007709479,0.00010321421],"about_ca_topic_score_codex":0.0006994658,"about_ca_topic_score_gemma":0.00067531713,"teacher_disagreement_score":0.0020632453,"about_ca_system_score_codex":0.00019312439,"about_ca_system_score_gemma":0.00021844942,"threshold_uncertainty_score":0.006902218},"labels":[],"label_agreement":null},{"id":"W4239423888","doi":"10.1006/jsvi.2000.3070","title":"NON-LINEAR DYNAMICS AND STABILITY OF CIRCULAR CYLINDRICAL SHELLS CONTAINING FLOWING FLUID. PART IV: LARGE-AMPLITUDE VIBRATIONS WITH FLOW","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"McGill University","keywords":"Amplitude; Mechanics; Physics; Flow (mathematics); Bifurcation; Vibration; Shell (structure); Linear stability; Excitation; Classical mechanics; Nonlinear system; Materials science; Optics; Instability; Acoustics","score_opus":0.009776974353131108,"score_gpt":0.22303240902935936,"score_spread":0.21325543467622826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239423888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79691386,0.0023221998,0.1845263,0.0006632587,0.00021790678,0.00007093104,0.000111393914,0.0001812727,0.014992789],"genre_scores_gemma":[0.99000937,0.00045486444,0.0042762095,0.0000417074,0.000057601406,0.000029992909,0.00004657929,0.000046773108,0.0050368477],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986947,0.000028830142,0.0000066018756,0.000023184059,0.00004824808,0.000023640667],"domain_scores_gemma":[0.99964476,0.00015695197,0.000078833895,0.000028808136,0.000046032328,0.000044551176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029316818,0.0005341641,0.00032985257,0.00040480786,0.00030435174,0.00084958924,0.00051138364,0.0005976138,0.0015724922],"category_scores_gemma":[0.0017354335,0.00030167695,0.00045106313,0.0002133592,0.0015482575,0.0009849623,0.0012192003,0.00037664038,0.00026248646],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00093793566,0.00021656568,0.004608288,0.00054300274,0.00013385454,0.0014548098,0.001109041,0.46895558,0.31451762,0.16159749,0.0038414304,0.042084344],"study_design_scores_gemma":[0.000037705973,0.00014840376,0.0045084846,0.000026128379,0.000014337447,0.00030106134,0.00013379076,0.96814674,0.0064339377,0.019317495,0.0008965393,0.000035395344],"about_ca_topic_score_codex":0.0009859763,"about_ca_topic_score_gemma":0.00038307134,"teacher_disagreement_score":0.0015724922,"about_ca_system_score_codex":0.00021830075,"about_ca_system_score_gemma":0.00026757232,"threshold_uncertainty_score":0.005260527},"labels":[],"label_agreement":null},{"id":"W4239517306","doi":"10.31224/osf.io/mtqkh","title":"Wind tunnel demonstration of galloping mitigation with a purely nonlinear energy sink","year":2020,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Mechanics; Ball (mathematics); Amplitude; Vibration; Physics; Inertia; Nonlinear system; Prism; Optics; Wind tunnel; Rotational speed; Acoustics; Classical mechanics; Geometry","score_opus":0.009641236834210662,"score_gpt":0.19899372332892276,"score_spread":0.1893524864947121,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239517306","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98803014,0.00008124616,0.008869114,0.00009432757,0.0000714192,0.000038340873,0.00013535196,0.00019631172,0.0024837567],"genre_scores_gemma":[0.994643,0.00004443149,0.0039710943,0.000035233952,0.0000038513995,0.000023730989,0.00006844698,0.000023057197,0.0011871936],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998468,0.000016804837,0.0000073774386,0.000024176728,0.00006593851,0.000038863636],"domain_scores_gemma":[0.9997218,0.000074880685,0.00003910175,0.000031106865,0.00006635068,0.00006670553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045402563,0.00037495876,0.00026583255,0.00020036736,0.00022582636,0.00023042696,0.00039872856,0.00041717893,0.002272098],"category_scores_gemma":[0.00051315787,0.00014249583,0.00019748343,0.00007357253,0.00037052203,0.00030477656,0.0005179817,0.00048079717,0.00029195985],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010615225,0.000573794,0.005306937,0.0005882995,0.000046173533,0.0012587903,0.000305969,0.019522907,0.9501613,0.00071583106,0.0014938164,0.01896456],"study_design_scores_gemma":[0.00043120203,0.011586504,0.038536295,0.00021522435,0.000073275725,0.00061019853,0.0007929387,0.22528408,0.7125887,0.0008147254,0.008954005,0.000112782574],"about_ca_topic_score_codex":0.0007600276,"about_ca_topic_score_gemma":0.0014490652,"teacher_disagreement_score":0.002272098,"about_ca_system_score_codex":0.00010557565,"about_ca_system_score_gemma":0.00021766975,"threshold_uncertainty_score":0.0076009035},"labels":[],"label_agreement":null},{"id":"W4239822553","doi":"10.32920/14638884.v1","title":"A finite element formulation for bending-torsion coupled vibration analysis of delaminated beams under combined axial load and end moment","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Vibration; Structural engineering; Discretization; Galerkin method; Timoshenko beam theory; Direct stiffness method; Beam (structure); Stiffness; Stiffness matrix; Mathematical analysis; Mathematics; Engineering; Physics; Acoustics","score_opus":0.01123839316673713,"score_gpt":0.23650298263666633,"score_spread":0.2252645894699292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239822553","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0069327066,0.0001238437,0.9902265,0.000055702087,0.000027691698,0.000040563726,0.00005952834,0.000060122897,0.0024733911],"genre_scores_gemma":[0.35719988,0.0010117062,0.62196535,0.00012660507,0.00007843176,0.0006860222,0.00045424214,0.00018674257,0.018291092],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997638,0.000055616943,0.000012035179,0.000040527146,0.00011293424,0.000015033262],"domain_scores_gemma":[0.9997819,0.000101940925,0.000024808454,0.000023715009,0.0000591949,0.000008378928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005922413,0.0008142782,0.0006879426,0.0005607492,0.00034361533,0.00058194215,0.0013362399,0.001631865,0.0026264077],"category_scores_gemma":[0.0007054479,0.0004289798,0.0007094026,0.0003581743,0.0005961776,0.0005800331,0.00079300144,0.00084511016,0.00067962497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035817073,0.0000619792,0.00069467747,0.00032724705,0.000038565544,0.00028044364,0.00025793162,0.867389,0.05547226,0.040322043,0.000703678,0.03441635],"study_design_scores_gemma":[0.0000029008595,0.000036270965,0.00014453518,0.000020164667,0.0000070298784,0.00006357805,0.000033772227,0.9922748,0.0025418757,0.0029881885,0.0018800654,0.000006827583],"about_ca_topic_score_codex":0.0010640672,"about_ca_topic_score_gemma":0.0017400068,"teacher_disagreement_score":0.0026264077,"about_ca_system_score_codex":0.0003484139,"about_ca_system_score_gemma":0.0006568788,"threshold_uncertainty_score":0.008786261},"labels":[],"label_agreement":null},{"id":"W4240609807","doi":"10.1006/jfls.2002.0447","title":"LINEAR AND NONLINEAR DYNAMICS OF CANTILEVERED CYLINDERS IN AXIAL FLOW. PART 1: PHYSICAL DYNAMICS","year":2002,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":87,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mechanics; Strouhal number; Flutter; Dynamics (music); Nonlinear system; Flow (mathematics); Classical mechanics; Physics; Work (physics); Cantilever; Equations of motion; Mathematics; Aerodynamics; Thermodynamics; Structural engineering; Engineering; Turbulence","score_opus":0.007525353092787021,"score_gpt":0.2107367629376425,"score_spread":0.2032114098448555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240609807","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8057711,0.009628322,0.13773848,0.0012611123,0.00032379676,0.00011099371,0.0004229135,0.00021886315,0.044524424],"genre_scores_gemma":[0.976655,0.002064552,0.0035975685,0.00007276789,0.00012525101,0.00003092343,0.00012249213,0.0000427782,0.017288623],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999329,0.000011421261,0.000003098904,0.00000945633,0.000029633822,0.000013481015],"domain_scores_gemma":[0.99979144,0.000106169835,0.000030217654,0.000013938528,0.0000370149,0.00002113491],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019724181,0.00030130785,0.00026140432,0.0003019428,0.00025763744,0.00047145272,0.00031541946,0.00040858242,0.0047438894],"category_scores_gemma":[0.00085777725,0.00018599225,0.00024191155,0.00017069855,0.0009857044,0.00076985435,0.0006507297,0.00025066,0.00044733204],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054991903,0.0003021915,0.008680051,0.0009657861,0.000089833215,0.0012577501,0.0015087072,0.52696586,0.18146183,0.13507625,0.013282505,0.12985934],"study_design_scores_gemma":[0.0000306241,0.00011947553,0.014877986,0.000034334185,0.000016082151,0.00040770424,0.00017613561,0.94577146,0.0042250645,0.031025825,0.0032739732,0.000041294286],"about_ca_topic_score_codex":0.001638924,"about_ca_topic_score_gemma":0.0011996959,"teacher_disagreement_score":0.0047438894,"about_ca_system_score_codex":0.00017881558,"about_ca_system_score_gemma":0.00025005772,"threshold_uncertainty_score":0.015869915},"labels":[],"label_agreement":null},{"id":"W4241116685","doi":"10.32920/14637129","title":"A Framework for Extension of Dynamic Finite Element Formulation to Flexural Vibration Analysis of Thin Plates","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Extension (predicate logic); Curse of dimensionality; Convergence (economics); Computer science; Applied mathematics; Vibration; Element (criminal law); Software; Mixed finite element method; Extended finite element method; Exact solutions in general relativity; Mathematical optimization; Structural engineering; Mathematics; Algorithm; Mathematical analysis; Engineering; Physics; Artificial intelligence","score_opus":0.016006655612117306,"score_gpt":0.2789255445226824,"score_spread":0.26291888891056514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4241116685","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0005689376,0.00008663411,0.9979432,0.000032792123,0.000019703508,0.000016522066,0.000021241558,0.00005240382,0.001258571],"genre_scores_gemma":[0.05003116,0.0008592277,0.94510156,0.000084028274,0.000087366585,0.00027455654,0.0001700746,0.00015400373,0.0032379897],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996265,0.00012620901,0.0000260607,0.000055389653,0.00014548695,0.000020274409],"domain_scores_gemma":[0.9997514,0.00009053196,0.000018439718,0.000046555306,0.00007913044,0.000013915313],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007019978,0.0009302908,0.0006210722,0.0008782131,0.00039068225,0.0006712126,0.0013505432,0.0008845924,0.0027646534],"category_scores_gemma":[0.0010396423,0.00032954328,0.00095323194,0.00057166675,0.00073086825,0.0008648414,0.0013369094,0.0015156376,0.0011866688],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028228947,0.00009046643,0.00033143166,0.00034768076,0.00004804544,0.00031767684,0.00030590306,0.18696411,0.031658996,0.6830902,0.002768197,0.094049096],"study_design_scores_gemma":[0.0000132702135,0.00008608055,0.00018677389,0.000111632915,0.000024771913,0.0002952165,0.000058204754,0.7936158,0.0044036624,0.16104661,0.040127814,0.000030157145],"about_ca_topic_score_codex":0.00077758636,"about_ca_topic_score_gemma":0.0009897556,"teacher_disagreement_score":0.0027646534,"about_ca_system_score_codex":0.00027827866,"about_ca_system_score_gemma":0.00056294166,"threshold_uncertainty_score":0.009248674},"labels":[],"label_agreement":null},{"id":"W4242381075","doi":"10.32920/ryerson.14651571","title":"Triply Coupled Bending-Bending-Torsion Vibrational Analysis of Rotating Beams Using Fem and Dynamic Finite Element Formulation","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Torsion (gastropod); Method of mean weighted residuals; Vibration; Mathematical analysis; Beam (structure); Structural engineering; Flutter; Mathematics; Eigenvalues and eigenvectors; Mechanics; Physics; Engineering; Galerkin method; Acoustics","score_opus":0.014009746785701915,"score_gpt":0.2565921323849677,"score_spread":0.2425823855992658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242381075","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028573228,0.00018392039,0.96631396,0.00004530762,0.00002047436,0.000026000045,0.00003607409,0.00009706714,0.004704022],"genre_scores_gemma":[0.610212,0.0006610229,0.37880614,0.00007854233,0.000027799495,0.00019583083,0.00018344045,0.00012071646,0.00971455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980634,0.000042633055,0.000007488626,0.000026379279,0.00010125518,0.00001584165],"domain_scores_gemma":[0.999889,0.000051187762,0.000014124278,0.000015690628,0.000024837816,0.000005199239],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030734373,0.00033813107,0.0003366104,0.00045313605,0.00018750397,0.0003375677,0.00055807474,0.0005511553,0.001550238],"category_scores_gemma":[0.00050356786,0.0002161546,0.00041518515,0.0002701869,0.00044103636,0.00041440263,0.00041030152,0.00028505773,0.00038984092],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024707906,0.00003502674,0.00093295047,0.00011219646,0.000029786996,0.00010401305,0.00012441374,0.8557661,0.042146485,0.03789657,0.0003652675,0.06246251],"study_design_scores_gemma":[0.0000011487125,0.000011917701,0.00017674427,0.0000066399084,0.000002301665,0.000024447612,0.000012421911,0.99506325,0.0018958023,0.0017154348,0.0010857098,0.000004173759],"about_ca_topic_score_codex":0.0013681848,"about_ca_topic_score_gemma":0.0013140843,"teacher_disagreement_score":0.001550238,"about_ca_system_score_codex":0.000224272,"about_ca_system_score_gemma":0.00037288058,"threshold_uncertainty_score":0.0051860213},"labels":[],"label_agreement":null},{"id":"W4242447766","doi":"10.1002/9781118359259.ch155","title":"Impact of Amperage Creep on Potroom Busbars: Thermal‐Mechanical Aspects","year":2012,"lang":"en","type":"other","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Busbar; Creep; Materials science; Thermal; Composite material; Engineering; Electrical engineering; Physics","score_opus":0.006774740410547063,"score_gpt":0.22739872784356482,"score_spread":0.22062398743301775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242447766","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9697992,0.00050284667,0.009660592,0.00019237415,0.00018003279,0.00003198726,0.00024163158,0.00046735775,0.018923957],"genre_scores_gemma":[0.99357057,0.00010043144,0.00030600562,0.00002019922,0.000007654098,0.0000065200925,0.000070552785,0.00005001625,0.0058680004],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999653,0.000031215204,0.00001231249,0.000057324152,0.00016904144,0.00007715404],"domain_scores_gemma":[0.9994593,0.00017586346,0.000069653615,0.00007777207,0.00017236953,0.000044899803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023810656,0.00051178713,0.0007299567,0.00042792893,0.0008963908,0.0009942609,0.0005865074,0.0009443671,0.013775748],"category_scores_gemma":[0.0011741198,0.0003054188,0.0006987799,0.00038409428,0.0004955409,0.0012858362,0.0005562386,0.0006767658,0.0017797864],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0025937876,0.00050589885,0.024764372,0.00077295455,0.00012521804,0.0037869376,0.0009530316,0.34336084,0.50387305,0.0031703527,0.005862597,0.11023095],"study_design_scores_gemma":[0.00012660124,0.0029820537,0.12503248,0.00020668545,0.00030468652,0.0019839322,0.0027605998,0.4762767,0.3649772,0.0033493089,0.021838868,0.00016084564],"about_ca_topic_score_codex":0.002071556,"about_ca_topic_score_gemma":0.0034861185,"teacher_disagreement_score":0.013775748,"about_ca_system_score_codex":0.00057729305,"about_ca_system_score_gemma":0.00031270165,"threshold_uncertainty_score":0.046084404},"labels":[],"label_agreement":null},{"id":"W4245163155","doi":"10.2316/j.2021.206-0457","title":"BEARING CHARACTERISTICS OF HEAVY LOAD SUPPORT PLATFORMS WITH REDUNDANT MULTIBRANCH CHAINS","year":2021,"lang":"en","type":"article","venue":"International Journal of Robotics and Automation","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Load bearing; Bearing (navigation); Computer science; Structural engineering; Engineering; Artificial intelligence","score_opus":0.006710616039415058,"score_gpt":0.21811480520736087,"score_spread":0.21140418916794582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4245163155","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99441046,0.00006502226,0.003196036,0.000028697466,0.000016976892,0.000006835501,0.00010209886,0.000060742743,0.0021132042],"genre_scores_gemma":[0.9992111,0.000013226863,0.00011593381,0.0000020001653,0.0000026005798,0.0000022781537,0.000050458213,0.0000037137402,0.0005986258],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986684,0.000015182007,0.000006707831,0.000020176865,0.00006531285,0.000025750085],"domain_scores_gemma":[0.9992256,0.00026114934,0.00013708658,0.00006545011,0.00023487813,0.000075758835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019846216,0.0002821169,0.0002711673,0.00057867356,0.000181342,0.00022320624,0.00030704174,0.00036298553,0.0033354547],"category_scores_gemma":[0.0008931299,0.00011622793,0.000108076354,0.00030238993,0.00022373699,0.00032487785,0.0002666929,0.00015903288,0.00071917445],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007617066,0.0002910206,0.026252493,0.0005037361,0.00007610102,0.0010437852,0.0010713665,0.13860877,0.7208146,0.002182967,0.0024089406,0.09912915],"study_design_scores_gemma":[0.00020176511,0.006868701,0.17549053,0.000081696366,0.00008716087,0.00084718835,0.0011697628,0.6809532,0.12733468,0.0018769442,0.0049742637,0.00011415755],"about_ca_topic_score_codex":0.0006509158,"about_ca_topic_score_gemma":0.0005439991,"teacher_disagreement_score":0.0033354547,"about_ca_system_score_codex":0.00010877798,"about_ca_system_score_gemma":0.00014870713,"threshold_uncertainty_score":0.011158168},"labels":[],"label_agreement":null},{"id":"W4247934000","doi":"10.32920/ryerson.14644167.v1","title":"Finite element analysis of a single conductor with a Stockbridge damper under Aeolian vibration","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Conductor; Damper; Structural engineering; Vibration; Finite element method; Electrical conductor; Tuned mass damper; Engineering; Coupling (piping); Physics; Materials science; Acoustics; Electrical engineering; Mechanical engineering","score_opus":0.019328342308179463,"score_gpt":0.22883129751856132,"score_spread":0.20950295521038187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247934000","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77739376,0.00047767776,0.20458843,0.00045641768,0.00008262828,0.00012025704,0.0003779708,0.00038787103,0.016114946],"genre_scores_gemma":[0.97854245,0.00018078517,0.012970195,0.000034202963,0.000009297679,0.00007860589,0.00013991327,0.00003535154,0.008009115],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979836,0.000047718608,0.000010430652,0.000041429474,0.000074794065,0.000027171978],"domain_scores_gemma":[0.99967825,0.00016563086,0.000046843023,0.00002913477,0.000058513193,0.000021647118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047099407,0.0004624973,0.00068863627,0.0005168287,0.0004990565,0.0007323442,0.00079924194,0.0017288924,0.0020407536],"category_scores_gemma":[0.000816209,0.00036891905,0.0005159132,0.00032584253,0.0008517933,0.00044954248,0.0004872258,0.00036909705,0.00040292615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058859623,0.000028083126,0.0009852028,0.000056206252,0.000016576741,0.00024398915,0.00017464861,0.9803696,0.012655958,0.0012123294,0.00016918388,0.0040294067],"study_design_scores_gemma":[0.0000055448077,0.00004626421,0.00061701785,0.0000118993785,0.0000069887355,0.00003663079,0.000052417767,0.9970073,0.0016444728,0.00015437708,0.00041038275,0.000006813534],"about_ca_topic_score_codex":0.0069608316,"about_ca_topic_score_gemma":0.0042159064,"teacher_disagreement_score":0.0069608316,"about_ca_system_score_codex":0.00059819396,"about_ca_system_score_gemma":0.0007310013,"threshold_uncertainty_score":0.013840616},"labels":[],"label_agreement":null},{"id":"W4248318771","doi":"10.1139/l99-090","title":"A simplified method for seismic analysis of lattice telecommunication towers","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Superposition principle; Acceleration; Vibration; Modal analysis; Response spectrum; Tower; Normal mode; Seismic analysis; Lattice (music); Engineering; Mathematics; Physics; Mathematical analysis; Acoustics; Finite element method; Classical mechanics","score_opus":0.008190949180539022,"score_gpt":0.22408569668819442,"score_spread":0.2158947475076554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248318771","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0033508977,0.000030391204,0.9955415,0.000007327298,0.000009894472,0.000020104877,0.00004902897,0.00030932468,0.00068145595],"genre_scores_gemma":[0.15337756,0.00024602358,0.8416206,0.00002543679,0.00004142129,0.00021054954,0.00036825717,0.00012493481,0.0039852043],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9996984,0.000060880262,0.000012808968,0.000051688025,0.00015668984,0.000019559062],"domain_scores_gemma":[0.99975425,0.000075434815,0.000030459503,0.000046184156,0.000078587145,0.000015072063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023176949,0.0009173751,0.0005519873,0.0011044471,0.00030567776,0.0004892694,0.0007860767,0.0005103345,0.0050722826],"category_scores_gemma":[0.0008674361,0.00041198215,0.0006530132,0.0006448255,0.00028271409,0.00056769326,0.0005323924,0.0005193737,0.0016853783],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000115709365,0.000060882503,0.0023022485,0.0002976968,0.00007086121,0.00033271423,0.0001681902,0.39555126,0.13443737,0.010884516,0.0021338698,0.45364463],"study_design_scores_gemma":[0.000009194962,0.00003787101,0.0011695147,0.0000110948395,0.000013422349,0.0001541776,0.000027772978,0.9882031,0.005648197,0.001551144,0.0031550182,0.000019365934],"about_ca_topic_score_codex":0.003558973,"about_ca_topic_score_gemma":0.004446794,"teacher_disagreement_score":0.0050722826,"about_ca_system_score_codex":0.00035432808,"about_ca_system_score_gemma":0.00069342897,"threshold_uncertainty_score":0.016968548},"labels":[],"label_agreement":null},{"id":"W4248466905","doi":"10.11159/icsect20.127","title":"Simplified Fiber Beam-column Element Considering local ShearEffect","year":2020,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Shear (geology); Column (typography); Beam (structure); Structural engineering; Composite material; Engineering","score_opus":0.004928730488241453,"score_gpt":0.17372719836059755,"score_spread":0.16879846787235608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248466905","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.051480543,0.00022257955,0.92552024,0.00010344299,0.00007479181,0.00006505838,0.00037575257,0.0005715435,0.021586014],"genre_scores_gemma":[0.74225444,0.00043250306,0.22092615,0.00011304251,0.000049443428,0.00025264928,0.00066830794,0.00023325517,0.03507012],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990153,0.000017031318,0.0000042782503,0.000017029011,0.00004599061,0.00001414222],"domain_scores_gemma":[0.9999275,0.000015079032,0.000008072965,0.000011863264,0.000029689389,0.0000077981995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012319589,0.0004946273,0.00059541216,0.00025970142,0.000311382,0.00040927847,0.0011042199,0.00089074305,0.006194076],"category_scores_gemma":[0.00021299558,0.0003476198,0.0004765522,0.00037932346,0.00024917195,0.00057930825,0.00039008903,0.0003467739,0.0012301538],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006034471,0.000035498517,0.0009318919,0.00006275719,0.00002415482,0.00018722977,0.000057311023,0.9489159,0.014715419,0.01115527,0.0011208376,0.022733422],"study_design_scores_gemma":[0.0000036812767,0.000011094421,0.00011434545,0.0000035093033,0.0000052814744,0.000030269446,0.00000659538,0.9969928,0.0009134334,0.00040793492,0.0015065874,0.0000044101357],"about_ca_topic_score_codex":0.009684004,"about_ca_topic_score_gemma":0.011437781,"teacher_disagreement_score":0.009684004,"about_ca_system_score_codex":0.00035508198,"about_ca_system_score_gemma":0.0005643091,"threshold_uncertainty_score":0.020721257},"labels":[],"label_agreement":null},{"id":"W4248641924","doi":"10.32920/ryerson.14644167","title":"Finite element analysis of a single conductor with a Stockbridge damper under Aeolian vibration","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Conductor; Damper; Structural engineering; Vibration; Finite element method; Electrical conductor; Tuned mass damper; Engineering; Physics; Materials science; Acoustics; Electrical engineering; Composite material","score_opus":0.019328342308179463,"score_gpt":0.22883129751856132,"score_spread":0.20950295521038187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248641924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77739376,0.00047767776,0.20458843,0.00045641768,0.00008262828,0.00012025704,0.0003779708,0.00038787103,0.016114946],"genre_scores_gemma":[0.97854245,0.00018078517,0.012970195,0.000034202963,0.000009297679,0.00007860589,0.00013991327,0.00003535154,0.008009115],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979836,0.000047718608,0.000010430652,0.000041429474,0.000074794065,0.000027171978],"domain_scores_gemma":[0.99967825,0.00016563086,0.000046843023,0.00002913477,0.000058513193,0.000021647118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047099407,0.0004624973,0.00068863627,0.0005168287,0.0004990565,0.0007323442,0.00079924194,0.0017288924,0.0020407536],"category_scores_gemma":[0.000816209,0.00036891905,0.0005159132,0.00032584253,0.0008517933,0.00044954248,0.0004872258,0.00036909705,0.00040292615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058859623,0.000028083126,0.0009852028,0.000056206252,0.000016576741,0.00024398915,0.00017464861,0.9803696,0.012655958,0.0012123294,0.00016918388,0.0040294067],"study_design_scores_gemma":[0.0000055448077,0.00004626421,0.00061701785,0.0000118993785,0.0000069887355,0.00003663079,0.000052417767,0.9970073,0.0016444728,0.00015437708,0.00041038275,0.000006813534],"about_ca_topic_score_codex":0.0069608316,"about_ca_topic_score_gemma":0.0042159064,"teacher_disagreement_score":0.0069608316,"about_ca_system_score_codex":0.00059819396,"about_ca_system_score_gemma":0.0007310013,"threshold_uncertainty_score":0.013840616},"labels":[],"label_agreement":null},{"id":"W4250729940","doi":"10.32920/14637129.v1","title":"A Framework for Extension of Dynamic Finite Element Formulation to Flexural Vibration Analysis of Thin Plates","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Extension (predicate logic); Convergence (economics); Curse of dimensionality; Computer science; Applied mathematics; Vibration; Element (criminal law); Software; Mixed finite element method; Exact solutions in general relativity; Extended finite element method; Mathematical optimization; Mathematics; Algorithm; Structural engineering; Mathematical analysis; Engineering; Physics; Artificial intelligence","score_opus":0.016006655612117306,"score_gpt":0.2789255445226824,"score_spread":0.26291888891056514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4250729940","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0005689376,0.00008663411,0.9979432,0.000032792123,0.000019703508,0.000016522066,0.000021241558,0.00005240382,0.001258571],"genre_scores_gemma":[0.05003116,0.0008592277,0.94510156,0.000084028274,0.000087366585,0.00027455654,0.0001700746,0.00015400373,0.0032379897],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996265,0.00012620901,0.0000260607,0.000055389653,0.00014548695,0.000020274409],"domain_scores_gemma":[0.9997514,0.00009053196,0.000018439718,0.000046555306,0.00007913044,0.000013915313],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007019978,0.0009302908,0.0006210722,0.0008782131,0.00039068225,0.0006712126,0.0013505432,0.0008845924,0.0027646534],"category_scores_gemma":[0.0010396423,0.00032954328,0.00095323194,0.00057166675,0.00073086825,0.0008648414,0.0013369094,0.0015156376,0.0011866688],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028228947,0.00009046643,0.00033143166,0.00034768076,0.00004804544,0.00031767684,0.00030590306,0.18696411,0.031658996,0.6830902,0.002768197,0.094049096],"study_design_scores_gemma":[0.0000132702135,0.00008608055,0.00018677389,0.000111632915,0.000024771913,0.0002952165,0.000058204754,0.7936158,0.0044036624,0.16104661,0.040127814,0.000030157145],"about_ca_topic_score_codex":0.00077758636,"about_ca_topic_score_gemma":0.0009897556,"teacher_disagreement_score":0.0027646534,"about_ca_system_score_codex":0.00027827866,"about_ca_system_score_gemma":0.00056294166,"threshold_uncertainty_score":0.009248674},"labels":[],"label_agreement":null},{"id":"W4251614465","doi":"10.1002/9781118647851.ch61","title":"Heat Transfer Considerations for DC Busbars Sizing","year":2013,"lang":"en","type":"other","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Busbar; Sizing; Engineering; Electrical engineering; Mechanical engineering; Art; Visual arts","score_opus":0.012763609908753283,"score_gpt":0.21001347235654472,"score_spread":0.19724986244779144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251614465","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06900045,0.002665411,0.4615559,0.00080547493,0.0007753172,0.00022812311,0.0005282496,0.00081238017,0.46362874],"genre_scores_gemma":[0.8634839,0.00090500567,0.02505825,0.00011406184,0.00011007638,0.0000929395,0.0002107375,0.00038226342,0.10964281],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99986327,0.000016282514,0.0000032394357,0.000019046247,0.00007600581,0.000022169808],"domain_scores_gemma":[0.9998882,0.000050125374,0.0000061790024,0.000015134913,0.000034715005,0.0000056884946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017700519,0.00049260876,0.00038571854,0.0005731089,0.0006054311,0.0011516046,0.0007222917,0.0003591743,0.030976703],"category_scores_gemma":[0.000628645,0.00026786356,0.00038708054,0.00040120864,0.00032558665,0.0012418649,0.0003979097,0.0005862394,0.0020194857],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002297124,0.0001207308,0.0012127374,0.0006319462,0.00002865224,0.00036960858,0.00025635582,0.5033035,0.09326694,0.23237608,0.0125936465,0.15561],"study_design_scores_gemma":[0.000023070637,0.00013513501,0.001879275,0.00009176748,0.00003246062,0.00025322018,0.0002695949,0.8485601,0.05399927,0.036712665,0.058009844,0.00003365708],"about_ca_topic_score_codex":0.0018043976,"about_ca_topic_score_gemma":0.004025186,"teacher_disagreement_score":0.030976703,"about_ca_system_score_codex":0.0008027561,"about_ca_system_score_gemma":0.00036314738,"threshold_uncertainty_score":0.10362744},"labels":[],"label_agreement":null},{"id":"W4251727968","doi":"10.1155/2013/621295","title":"Thermal Effects on Nonlinear Vibrations of an Axially Moving Beam with an Intermediate Spring-Mass Support","year":2013,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Galerkin method; Axial symmetry; Vibration; Spring (device); Beam (structure); Bifurcation; Harmonic balance; Mechanics; Harmonic; Physics; Equations of motion; Classical mechanics; Numerical continuation; Discretization; Multiple-scale analysis; Mathematics; Mathematical analysis; Optics; Acoustics","score_opus":0.0036008567367836492,"score_gpt":0.19649146393387681,"score_spread":0.19289060719709317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251727968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98737085,0.00005568019,0.011340932,0.000028225071,0.000007679093,0.000004699564,0.0000068192403,0.00002135618,0.001163867],"genre_scores_gemma":[0.99768627,0.00002797614,0.0017867459,0.000004136591,0.0000015691957,0.0000038174776,0.0000034403085,0.0000022240324,0.00048379324],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999418,0.000013656395,0.000002367628,0.000007864647,0.000023861738,0.000010460172],"domain_scores_gemma":[0.9998628,0.00006157226,0.000032151154,0.000015335085,0.000015160301,0.0000129393],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017628734,0.00021193505,0.00018511011,0.00012192948,0.00016794202,0.00017553389,0.00022576048,0.00021297748,0.00082613947],"category_scores_gemma":[0.00038649372,0.000100209145,0.00014784523,0.000087243214,0.0005413967,0.0001402114,0.00033119525,0.0001410904,0.000100014964],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006045196,0.00007961533,0.0026510607,0.00015683254,0.000028008018,0.0005012681,0.00041175247,0.1558891,0.8195795,0.005026101,0.0001107819,0.01496147],"study_design_scores_gemma":[0.00003421775,0.00039397035,0.004834388,0.000013701643,0.000022690157,0.000095374024,0.00010994571,0.91333205,0.08025939,0.0006206997,0.0002650173,0.000018510922],"about_ca_topic_score_codex":0.0005474313,"about_ca_topic_score_gemma":0.00049652555,"teacher_disagreement_score":0.00082613947,"about_ca_system_score_codex":0.000106189225,"about_ca_system_score_gemma":0.00011708234,"threshold_uncertainty_score":0.0027637482},"labels":[],"label_agreement":null},{"id":"W4252632274","doi":"10.2514/6.2005-4685","title":"Conduction Shape Factor Models for Hollow Cylinders with Non-Uniform Gap Spacing","year":2005,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shape factor; Materials science; Thermal conduction; Geometry; Composite material; Mathematics","score_opus":0.025932326092840827,"score_gpt":0.22626146401329533,"score_spread":0.2003291379204545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4252632274","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.077289864,0.0006779625,0.90049124,0.00025984534,0.000109934095,0.000053110027,0.000091450514,0.00031850947,0.020708082],"genre_scores_gemma":[0.93227315,0.00082529493,0.04067443,0.00010956277,0.00007412928,0.00009066672,0.00014976041,0.00029646567,0.025506524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997149,0.00005366813,0.000010410463,0.000041200965,0.00012637794,0.00005348934],"domain_scores_gemma":[0.99927956,0.00028911963,0.000094430485,0.00008473312,0.00020297575,0.00004916114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007195796,0.0008006316,0.0008886094,0.0007058333,0.0004178408,0.00088755705,0.0016328869,0.0020005438,0.0019909893],"category_scores_gemma":[0.002138136,0.00045611497,0.0011013199,0.0005668249,0.00096942775,0.0019375501,0.0005799419,0.00077157444,0.00072849216],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009019592,0.000052254196,0.00024202846,0.000066897395,0.000012804317,0.00013808592,0.00011905238,0.9172123,0.009006558,0.06611074,0.0008260225,0.0061230925],"study_design_scores_gemma":[0.0000041007343,0.000005728697,0.00004321941,0.000002850887,0.0000022540655,0.000015233593,0.000008316213,0.9957787,0.00040758267,0.0035148326,0.00021189048,0.000005310552],"about_ca_topic_score_codex":0.004340632,"about_ca_topic_score_gemma":0.0037589495,"teacher_disagreement_score":0.004340632,"about_ca_system_score_codex":0.0010443009,"about_ca_system_score_gemma":0.0007577802,"threshold_uncertainty_score":0.008630693},"labels":[],"label_agreement":null},{"id":"W4253821481","doi":"10.1007/978-0-387-39940-9_2937","title":"Latch Coupling","year":2009,"lang":"en","type":"book-chapter","venue":"Encyclopedia of Database Systems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Computer science; Physics","score_opus":0.00975585051450439,"score_gpt":0.20693552447582222,"score_spread":0.19717967396131783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253821481","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007863466,0.0044671777,0.46291387,0.0009443608,0.0025384605,0.00018960053,0.0010436774,0.010293333,0.5097461],"genre_scores_gemma":[0.15925512,0.0044541503,0.086627424,0.0014485754,0.0007408802,0.00040787584,0.0028866746,0.004782367,0.739397],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99931,0.000058087233,0.00003171222,0.00018482843,0.00031747614,0.00009795824],"domain_scores_gemma":[0.9992514,0.00011312767,0.00003795726,0.00025226592,0.00027808355,0.00006710242],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003860544,0.0013732087,0.0010478557,0.0019232424,0.0015980843,0.0032561293,0.0018382943,0.0012732228,0.12695704],"category_scores_gemma":[0.0015894845,0.000669974,0.0005596554,0.0020418619,0.00082047057,0.0042488254,0.0034615528,0.0015585026,0.057475507],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031578602,0.00009649877,0.00048963376,0.0006303791,0.000051532264,0.00046283557,0.0005041813,0.00467418,0.030400503,0.29258263,0.14564815,0.52414376],"study_design_scores_gemma":[0.000038558537,0.0001672796,0.0005766264,0.00030195736,0.00006686021,0.001156989,0.0002844136,0.023227323,0.03444266,0.1425065,0.797141,0.000089911315],"about_ca_topic_score_codex":0.0012049227,"about_ca_topic_score_gemma":0.0018158496,"teacher_disagreement_score":0.12695704,"about_ca_system_score_codex":0.0007527784,"about_ca_system_score_gemma":0.0008401709,"threshold_uncertainty_score":0.4247136},"labels":[],"label_agreement":null},{"id":"W4255455378","doi":"10.4273/ijvss.1.4.01","title":"Free Vibration Analysis of Sandwich Beams: A Dynamic Finite Element","year":2009,"lang":"en","type":"article","venue":"International Journal of Vehicle Structures and Systems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Finite element method; Vibration; Discretization; Eigenvalues and eigenvectors; Stiffness matrix; Bending; Mathematical analysis; Equations of motion; Structural engineering; Beam (structure); Mixed finite element method; Method of mean weighted residuals; Nonlinear system; Mathematics; Physics; Classical mechanics; Engineering; Galerkin method; Acoustics","score_opus":0.005384279679422244,"score_gpt":0.2377242928557271,"score_spread":0.23234001317630487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255455378","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15412101,0.0003245733,0.83977795,0.00012183275,0.00003436837,0.00003304443,0.00005672745,0.000117648655,0.0054128966],"genre_scores_gemma":[0.8546874,0.00031652366,0.1402351,0.000049158363,0.000017785873,0.00011607395,0.000100944555,0.00003799233,0.0044389567],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984515,0.00002956616,0.000005364684,0.000023055414,0.000083681065,0.000013121693],"domain_scores_gemma":[0.99983954,0.00007097364,0.0000135997125,0.000024371144,0.000040602332,0.000010829058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037564928,0.0003847646,0.00038889586,0.00033976126,0.00022614523,0.0003827583,0.00056265737,0.0007685719,0.0013072734],"category_scores_gemma":[0.0006537638,0.00020013364,0.0005351347,0.00016980099,0.00042642144,0.00045468073,0.0005513403,0.00032210714,0.00034464843],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000077282726,0.00007297358,0.0021963343,0.00016549094,0.000045987003,0.00019536825,0.00019894967,0.7470468,0.16950002,0.022968618,0.00044501992,0.057087243],"study_design_scores_gemma":[0.0000036336703,0.000032862197,0.00037473103,0.0000093009885,0.000004727806,0.000047114914,0.000016370122,0.9922741,0.0050421655,0.0016123154,0.0005760201,0.0000065176364],"about_ca_topic_score_codex":0.00097186305,"about_ca_topic_score_gemma":0.0008102927,"teacher_disagreement_score":0.0013072734,"about_ca_system_score_codex":0.00019113091,"about_ca_system_score_gemma":0.0004593046,"threshold_uncertainty_score":0.004373312},"labels":[],"label_agreement":null},{"id":"W4281760060","doi":"10.1016/j.jsv.2022.117093","title":"In-plane modal behavior of a single shallow flexible cable with an intermediate transverse elastic support","year":2022,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Transverse plane; Stiffness; Bending stiffness; Structural engineering; Modal; Bending; Span (engineering); Distortion (music); Vibration; Engineering; Modal analysis; Acoustics; Physics; Materials science; Finite element method; Telecommunications; Bandwidth (computing); Composite material","score_opus":0.010386297802340037,"score_gpt":0.2193182367538294,"score_spread":0.20893193895148934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281760060","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99140257,0.000021231508,0.00570322,0.000049709557,0.0000052108758,0.000005173629,0.000055042776,0.000046631543,0.0027111694],"genre_scores_gemma":[0.9991092,0.000009390395,0.00036377346,0.0000040146647,0.0000012574538,0.0000018096582,0.000013710964,0.0000036075637,0.0004932361],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999294,0.000012570929,0.0000019564372,0.000014238917,0.000020860269,0.000021030733],"domain_scores_gemma":[0.9997607,0.00008374785,0.00004598694,0.000020160762,0.000046341214,0.000042990552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001330219,0.0002524728,0.00021731907,0.00021037715,0.00030743016,0.00027848993,0.0003628321,0.0004919795,0.0021611988],"category_scores_gemma":[0.0003503651,0.00012501261,0.0001775771,0.00019554805,0.00054900406,0.00034875565,0.00029987982,0.00022330477,0.00019208422],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001849701,0.0002515814,0.0131035205,0.00019623144,0.00009712855,0.0022448634,0.0009310545,0.380628,0.5791046,0.005534477,0.0007685886,0.015290277],"study_design_scores_gemma":[0.000040024934,0.0007115628,0.021963859,0.000026492964,0.000043903237,0.00040895806,0.0006724601,0.9416314,0.033192046,0.00076097535,0.0004973179,0.00005103522],"about_ca_topic_score_codex":0.0017331013,"about_ca_topic_score_gemma":0.001475567,"teacher_disagreement_score":0.0021611988,"about_ca_system_score_codex":0.00023008382,"about_ca_system_score_gemma":0.0001828592,"threshold_uncertainty_score":0.007229924},"labels":[],"label_agreement":null},{"id":"W4283386876","doi":"10.18057/ijasc.2022.18.1.6","title":"A SIMPLE METHOD FOR A RELIABLE MODELLING OF THE NONLINEAR BEHAVIOUR OF BOLTED CONNECTIONS IN STEEL LATTICE TOWERS","year":2022,"lang":"en","type":"report","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Slippage; Structural engineering; Nonlinear system; Fastener; Lattice (music); Bolted joint; Engineering; Finite element method","score_opus":0.042461370595018096,"score_gpt":0.3031574969221351,"score_spread":0.26069612632711703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283386876","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0041773836,0.000051973137,0.9943614,0.00001654445,0.000014624926,0.000037070557,0.00005110358,0.00037910359,0.0009107692],"genre_scores_gemma":[0.2777572,0.00032446746,0.71701205,0.000030365174,0.00002580295,0.00038316785,0.00030986688,0.00024492928,0.00391208],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997328,0.000049125967,0.000017412822,0.000045981356,0.00013845737,0.000016230008],"domain_scores_gemma":[0.99966955,0.00011052855,0.00005027396,0.0000650083,0.00009217478,0.000012489285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041262203,0.0008818847,0.0005771388,0.0005492242,0.0003071255,0.0006067993,0.0011526034,0.0012768023,0.0023747594],"category_scores_gemma":[0.0010620863,0.00046254758,0.00074214995,0.00041235232,0.00049063074,0.000602171,0.0006305736,0.0008621797,0.00091917004],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000218934,0.00003402757,0.00069204025,0.0001875624,0.00002283799,0.00016513064,0.00011550957,0.8970417,0.055099145,0.007825419,0.00059189665,0.038202934],"study_design_scores_gemma":[0.000003508743,0.000017643935,0.00015917736,0.000008162469,0.0000027602653,0.000051308136,0.000009257099,0.99426264,0.002807166,0.00070125965,0.0019685656,0.000008535704],"about_ca_topic_score_codex":0.00237716,"about_ca_topic_score_gemma":0.002410473,"teacher_disagreement_score":0.00237716,"about_ca_system_score_codex":0.00033948105,"about_ca_system_score_gemma":0.0009366789,"threshold_uncertainty_score":0.007944405},"labels":[],"label_agreement":null},{"id":"W4284963364","doi":"10.1016/j.engstruct.2022.114617","title":"Combined effect of cable sag and bending stiffness on in-plane modal behavior of two horizontal shallow cables connected by an elastic cross-tie","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Bending stiffness; Structural engineering; Bending; Modal; Modal analysis; Engineering; Vibration; Finite element method; Materials science; Acoustics; Physics; Composite material","score_opus":0.002881867727967079,"score_gpt":0.21669773260610084,"score_spread":0.21381586487813375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4284963364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982856,0.000009829204,0.0013546668,0.00000808041,0.0000020453833,7.296114e-7,0.000008926219,0.000013131734,0.0003169986],"genre_scores_gemma":[0.9997937,0.000007823657,0.000084910054,0.000001751858,4.84912e-7,5.1408887e-7,0.000006408733,0.0000019599493,0.000102529266],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999336,0.000014688477,0.0000024102196,0.000009625196,0.000017219209,0.000022576749],"domain_scores_gemma":[0.9996644,0.0001718386,0.00004510711,0.000021664744,0.000054726326,0.000042179832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011488922,0.00018613398,0.00013984114,0.00016886451,0.00018184552,0.00013556227,0.00012599141,0.00023927014,0.0013582775],"category_scores_gemma":[0.00044806142,0.00013460433,0.00014710556,0.00014650518,0.0002757961,0.00020238456,0.00016983904,0.00017373919,0.00009462319],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014926677,0.00010118246,0.014987756,0.00010889011,0.000046916917,0.0010196336,0.0004056855,0.08551548,0.8843778,0.00043076798,0.00020172144,0.011311627],"study_design_scores_gemma":[0.000046711382,0.00101334,0.11122501,0.000033421285,0.00016536271,0.00061095797,0.0011628127,0.55120945,0.33362758,0.0003498663,0.0005069245,0.000048601163],"about_ca_topic_score_codex":0.00078409753,"about_ca_topic_score_gemma":0.0014467445,"teacher_disagreement_score":0.0013582775,"about_ca_system_score_codex":0.00010758219,"about_ca_system_score_gemma":0.00009119288,"threshold_uncertainty_score":0.004543841},"labels":[],"label_agreement":null},{"id":"W4285071016","doi":"10.1115/imece2021-70268","title":"Nonlinear Vibrations of Beams With Bilinear Hysteresis at Supports: Interpretation of Experimental Results","year":2021,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Mechanics; Vibration; Boundary value problem; Softening; Dissipation; Bilinear interpolation; Stiffness; Physics; Classical mechanics; Mathematics; Acoustics; Thermodynamics","score_opus":0.006219837920160425,"score_gpt":0.22372536273294164,"score_spread":0.2175055248127812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285071016","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98518443,0.00036381403,0.012457056,0.000050417715,0.000016656755,0.000050081024,0.00021427643,0.00014096993,0.0015223548],"genre_scores_gemma":[0.9973569,0.00010008068,0.0021038416,0.0000065222966,0.0000040032232,0.00002610987,0.000055459295,0.000012476837,0.00033461503],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996269,0.000052563315,0.000017281713,0.00007357798,0.00016870769,0.00006088973],"domain_scores_gemma":[0.9991253,0.0004820093,0.00009295975,0.00012036036,0.0001399783,0.00003948209],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065357756,0.00053923135,0.00036825245,0.00063348963,0.0003260324,0.00025665382,0.0006571756,0.00074141973,0.00498079],"category_scores_gemma":[0.0010519435,0.00029072186,0.0002782354,0.00052484515,0.00083497766,0.00047443714,0.00040444158,0.00039913206,0.00052297226],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004207328,0.00017892879,0.0022682066,0.00027338992,0.000011163465,0.00013755012,0.00039853939,0.0084278,0.9810683,0.00037794304,0.00010799276,0.006329557],"study_design_scores_gemma":[0.000062637526,0.001171795,0.017414529,0.000052704654,0.000028701845,0.00011060867,0.00040299454,0.0851693,0.89403826,0.0005194044,0.00096965913,0.000059448183],"about_ca_topic_score_codex":0.0005657877,"about_ca_topic_score_gemma":0.00041998626,"teacher_disagreement_score":0.00498079,"about_ca_system_score_codex":0.00021339745,"about_ca_system_score_gemma":0.00009804759,"threshold_uncertainty_score":0.016662419},"labels":[],"label_agreement":null},{"id":"W4285186690","doi":"10.1007/978-3-030-99210-1_4","title":"Exact Internal Solitary Waves","year":2022,"lang":"en","type":"book-chapter","venue":"Sureys and tutorials in the applied mathematical sciences","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Physics","score_opus":0.016672787944991684,"score_gpt":0.2326949505731779,"score_spread":0.21602216262818622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285186690","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012038398,0.020285172,0.1224291,0.001379284,0.00272556,0.000047976424,0.0002458409,0.0007025833,0.84014606],"genre_scores_gemma":[0.098861925,0.017289132,0.027763074,0.0009767171,0.0013683964,0.00012452324,0.00052698684,0.00048257786,0.8526066],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99980015,0.000028997332,0.0000068587606,0.000030385581,0.00010929232,0.000024322286],"domain_scores_gemma":[0.99990785,0.000023296921,0.0000055448136,0.000022005564,0.000026309295,0.000014840205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027353776,0.0008519815,0.00063372304,0.0009991084,0.00057290605,0.0016860828,0.00054214516,0.0007270052,0.016793905],"category_scores_gemma":[0.0006088101,0.00039787198,0.00045886854,0.0009698476,0.0012885991,0.0016888686,0.001627618,0.0016730704,0.005939118],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016378464,0.000030177975,0.00007847993,0.00012421407,0.000011905375,0.000057536956,0.00024987434,0.0023737464,0.00263627,0.8633979,0.03482092,0.096202604],"study_design_scores_gemma":[0.000006014795,0.000031289885,0.00042463635,0.0001175497,0.000011069559,0.00027727766,0.00009948865,0.007982985,0.003258619,0.7461832,0.24158597,0.000021938724],"about_ca_topic_score_codex":0.00044096177,"about_ca_topic_score_gemma":0.00062854885,"teacher_disagreement_score":0.016793905,"about_ca_system_score_codex":0.000735996,"about_ca_system_score_gemma":0.0005027525,"threshold_uncertainty_score":0.056181192},"labels":[],"label_agreement":null},{"id":"W4285518131","doi":"10.2316/j.2021.203-0366","title":"ADDITIONAL DAMPING TORQUE CONTROL OF DFIG-BASED WIND TURBINE CONSIDERING THE THREE-MASS SHAFT MODEL","year":2021,"lang":"en","type":"article","venue":"International Journal of Power and Energy Systems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Turbine; Doubly fed electric machine; Torque; Control theory (sociology); Wind power; Automotive engineering; Control (management); Engineering; Marine engineering; Environmental science; Physics; Computer science; AC power; Mechanical engineering; Voltage; Electrical engineering","score_opus":0.006712500323290935,"score_gpt":0.20294454688394506,"score_spread":0.19623204656065413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285518131","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3290192,0.00065400003,0.642576,0.0004391293,0.00049170293,0.00011980056,0.00017511006,0.0010172754,0.025507823],"genre_scores_gemma":[0.99528116,0.000056761502,0.0034643123,0.000010276714,0.000015830146,0.000015100535,0.000025038462,0.000009795398,0.0011216801],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999236,0.00001791417,0.0000055249434,0.000015024283,0.00002456869,0.000013385411],"domain_scores_gemma":[0.999887,0.000025649158,0.000017900367,0.0000139016,0.000042697648,0.000012909415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022306792,0.0006450207,0.0005814792,0.00018409501,0.00037875448,0.00060654955,0.000539938,0.0004998906,0.002832185],"category_scores_gemma":[0.00032455992,0.00017457863,0.0003400153,0.0001658233,0.00021556391,0.00036329177,0.00030041006,0.0003769107,0.00034571448],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009549223,0.00018948482,0.0011097657,0.0006085296,0.00010641246,0.0007266038,0.00019222169,0.85273886,0.05950127,0.008785155,0.0027690434,0.07231768],"study_design_scores_gemma":[0.000027766944,0.00009764592,0.0004242464,0.000008902781,0.000012134239,0.000020595025,0.000010839968,0.99752134,0.0010613455,0.0003256699,0.00048577553,0.0000037123566],"about_ca_topic_score_codex":0.0026603218,"about_ca_topic_score_gemma":0.00397586,"teacher_disagreement_score":0.002832185,"about_ca_system_score_codex":0.00014931383,"about_ca_system_score_gemma":0.00020904747,"threshold_uncertainty_score":0.0094745755},"labels":[],"label_agreement":null},{"id":"W4287884926","doi":"10.4271/2022-01-0609","title":"Modeling and Analysis of the Hysteresis Behavior of the Tensioner","year":2022,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"MD Precision (Canada)","funders":"","keywords":"Hysteresis; Control theory (sociology); Computer science; Materials science; Physics; Control (management); Condensed matter physics; Artificial intelligence","score_opus":0.01020773080216779,"score_gpt":0.2195700584361516,"score_spread":0.2093623276339838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4287884926","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22617759,0.0005149908,0.7567722,0.00012911044,0.00003557882,0.00008863574,0.00017774539,0.0010798445,0.015024354],"genre_scores_gemma":[0.9820425,0.00021731676,0.012979102,0.000013827417,0.000008180483,0.00005165,0.00007462367,0.000031128016,0.0045815767],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998869,0.000013847097,0.000006047901,0.00003179623,0.000048678052,0.000012772187],"domain_scores_gemma":[0.9998605,0.00004707523,0.000022761466,0.000020922145,0.000042552983,0.0000061222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017016746,0.00026110964,0.0002670672,0.0003813068,0.00022975806,0.00037963854,0.0006479844,0.0005283071,0.0015711407],"category_scores_gemma":[0.0003830529,0.00018787551,0.0003358438,0.0002254789,0.00023359532,0.0005843413,0.00021206343,0.00025013238,0.00024701186],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014300366,0.00011497333,0.0037891155,0.00018711376,0.000035286957,0.00038067997,0.00026034645,0.7796494,0.14780357,0.0072826673,0.00068140164,0.059672356],"study_design_scores_gemma":[0.000003302409,0.000029751543,0.00072220934,0.000003138602,0.0000053505323,0.000031515458,0.000010921667,0.9941245,0.004139245,0.000389867,0.0005353269,0.0000048709535],"about_ca_topic_score_codex":0.0029638375,"about_ca_topic_score_gemma":0.0016539185,"teacher_disagreement_score":0.0029638375,"about_ca_system_score_codex":0.0003013139,"about_ca_system_score_gemma":0.0004028447,"threshold_uncertainty_score":0.005893171},"labels":[],"label_agreement":null},{"id":"W4288357109","doi":"","title":"Strongly coupled finite element framework for a thin fluid flow in contact interfaces","year":2019,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"","keywords":"Finite element method; Flow (mathematics); Computer science; Fluid dynamics; Mechanics; Materials science; Mechanical engineering; Physics; Engineering; Structural engineering","score_opus":0.011192878279623893,"score_gpt":0.22925799366613875,"score_spread":0.21806511538651485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288357109","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0113200415,0.0001439975,0.9815838,0.00019336407,0.00005431873,0.00004909301,0.000060405764,0.00009685282,0.0064982716],"genre_scores_gemma":[0.48341244,0.00085014227,0.47753897,0.00038571568,0.00020719424,0.00066682434,0.0003294871,0.00055193366,0.03605731],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99956244,0.00017608704,0.000019507894,0.00006342029,0.0001472826,0.000031219253],"domain_scores_gemma":[0.99938524,0.00030137197,0.000055366676,0.000055599758,0.0001385927,0.00006386507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007657464,0.0010575695,0.0010559647,0.0009755191,0.0006216019,0.0015144092,0.001990222,0.0027450088,0.004045796],"category_scores_gemma":[0.0018196962,0.00064402126,0.0009089516,0.0005537582,0.0017408336,0.0011264248,0.0022587143,0.001683587,0.00068558904],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005629331,0.000116007344,0.00029386,0.00014352165,0.000045392142,0.00018666824,0.00018644691,0.7741506,0.010259712,0.20436819,0.00073377765,0.009459457],"study_design_scores_gemma":[0.000006470561,0.000010419027,0.000026915252,0.0000063710463,0.0000040924288,0.000010800474,0.000013195929,0.98800874,0.00029978537,0.010737145,0.00087167544,0.0000044903995],"about_ca_topic_score_codex":0.003906903,"about_ca_topic_score_gemma":0.0031911875,"teacher_disagreement_score":0.004045796,"about_ca_system_score_codex":0.0007358624,"about_ca_system_score_gemma":0.0011366664,"threshold_uncertainty_score":0.013534486},"labels":[],"label_agreement":null},{"id":"W4288912261","doi":"10.1007/978-3-031-01498-7_4","title":"Transmission System Parameters and Meshing Stiffness Calculation","year":2019,"lang":"en","type":"book-chapter","venue":"Synthesis lectures on advances in automotive technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Stiffness; Structural engineering; Gear tooth; Tooth surface; Section (typography); Surface (topology); Deformation (meteorology); Transmission (telecommunications); Geometry; Engineering; Computer science; Mathematics; Materials science; Mechanical engineering; Electrical engineering; Composite material","score_opus":0.004997159905042311,"score_gpt":0.21125324680694826,"score_spread":0.20625608690190594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288912261","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0060423412,0.00034393798,0.95267445,0.000115609815,0.0002294289,0.000043887987,0.0002408406,0.0010803344,0.039229147],"genre_scores_gemma":[0.29644075,0.0014234761,0.55638,0.000078713965,0.00016207188,0.00018725888,0.0010062971,0.0034119943,0.14090955],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998141,0.000034811128,0.000008789903,0.000025156383,0.000105459185,0.000011683485],"domain_scores_gemma":[0.99971455,0.00011013609,0.000014908113,0.000068585825,0.00008384843,0.000007881434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003073868,0.00070834573,0.00054802746,0.0007321889,0.00044106055,0.0009759617,0.0010024479,0.000814457,0.026167622],"category_scores_gemma":[0.0017449718,0.0005211706,0.00042367005,0.0009395137,0.00032250443,0.0013567894,0.00047101156,0.0010578764,0.005742188],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000073018615,0.00006544616,0.00039717066,0.00038557177,0.000028993656,0.00022301884,0.00023251257,0.52978855,0.028830938,0.1147592,0.012705896,0.31250975],"study_design_scores_gemma":[0.000017649683,0.000054498832,0.00059484213,0.000078645324,0.000027644463,0.00020741002,0.00010782972,0.8845943,0.016234705,0.03763961,0.06040776,0.000035019773],"about_ca_topic_score_codex":0.0014577674,"about_ca_topic_score_gemma":0.0020012455,"teacher_disagreement_score":0.026167622,"about_ca_system_score_codex":0.00032185667,"about_ca_system_score_gemma":0.00038535596,"threshold_uncertainty_score":0.087539434},"labels":[],"label_agreement":null},{"id":"W4291337349","doi":"","title":"Etude des pertes par courants induits dans les deux frettes, une composite et une à base d'alliage métallique, d'une machine synchrone rapide à aimants permanents","year":2014,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"","keywords":"Materials science; Humanities; Physics; Art","score_opus":0.011576371255447323,"score_gpt":0.22516895854554955,"score_spread":0.21359258729010222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4291337349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9747842,0.00024062073,0.023769442,0.000013029498,0.000019365614,0.000011109278,0.000065521024,0.00015961585,0.0009371036],"genre_scores_gemma":[0.98915917,0.00012008852,0.008254776,0.0000055241767,0.0000030143872,0.000014392061,0.00008513318,0.000039097955,0.002318701],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993505,0.000038142756,0.000025644471,0.00013990108,0.0004084434,0.00003740715],"domain_scores_gemma":[0.99880314,0.0005346867,0.00017979789,0.000114549155,0.00032433606,0.000043551907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055571005,0.00064997596,0.0006014692,0.00078850816,0.000414231,0.0006763312,0.00038275358,0.0007728636,0.0020909281],"category_scores_gemma":[0.0012834093,0.00039171902,0.0004481904,0.00058107363,0.00044973113,0.00062383024,0.00029223415,0.00036814416,0.00029982236],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005373649,0.00012386439,0.017222496,0.00032624285,0.000098286706,0.00050091377,0.0010197045,0.046953715,0.8696427,0.00039347765,0.00016351516,0.063017875],"study_design_scores_gemma":[0.000017590084,0.0012963407,0.088085555,0.00004133002,0.00014333194,0.0004556127,0.0005845214,0.059703965,0.8452257,0.00023305153,0.0041507077,0.00006223998],"about_ca_topic_score_codex":0.0013844841,"about_ca_topic_score_gemma":0.0038141843,"teacher_disagreement_score":0.0020909281,"about_ca_system_score_codex":0.00041826762,"about_ca_system_score_gemma":0.00021487298,"threshold_uncertainty_score":0.0069948435},"labels":[],"label_agreement":null},{"id":"W4291843632","doi":"","title":"A morphological indicator for the description of the short-fiber position effect on the behaviour of a periodic RVE","year":2016,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"","keywords":"Position (finance); Fiber; Materials science; Computer science; Composite material; Business","score_opus":0.014028183021397918,"score_gpt":0.2177770594906534,"score_spread":0.2037488764692555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4291843632","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40415075,0.000595861,0.58568317,0.00014714706,0.00019944743,0.00009453657,0.000463131,0.0009102026,0.007755785],"genre_scores_gemma":[0.9043347,0.0005224369,0.09084866,0.000050202012,0.0001120908,0.00004557013,0.0003359493,0.0002802293,0.0034700858],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998134,0.000032324126,0.000013897304,0.000050470575,0.000065217806,0.000024730407],"domain_scores_gemma":[0.9989348,0.0002711561,0.00024668642,0.00019805256,0.0002256673,0.00012352547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004270485,0.00062705,0.00035173944,0.0017264715,0.00028551495,0.00075877813,0.00037320756,0.00078269816,0.00346238],"category_scores_gemma":[0.0012334877,0.00018074508,0.0003517971,0.00082395755,0.00070562644,0.000662628,0.00049429666,0.0005903877,0.00071187015],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026702942,0.00007114923,0.002769937,0.00017754844,0.000018031698,0.00034238765,0.00014855809,0.0044290237,0.9378168,0.0031087291,0.00029511354,0.050555713],"study_design_scores_gemma":[0.00004992941,0.0014263738,0.16714032,0.00018799024,0.0002740503,0.004870949,0.00065649155,0.37723768,0.42969543,0.006409553,0.011856007,0.00019521586],"about_ca_topic_score_codex":0.00019421538,"about_ca_topic_score_gemma":0.00023405302,"teacher_disagreement_score":0.00346238,"about_ca_system_score_codex":0.00015910993,"about_ca_system_score_gemma":0.000183322,"threshold_uncertainty_score":0.011582792},"labels":[],"label_agreement":null},{"id":"W4295832198","doi":"10.1016/j.jfluidstructs.2022.103664","title":"Pipes conveying fluid: A fertile dynamics problem","year":2022,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":147,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Subject (documents); Dynamics (music); Fluid dynamics; Work (physics); Computational fluid dynamics; Mechanical engineering; Computer science; Engineering; Mechanics; Physics; Aerospace engineering; Library science; Acoustics","score_opus":0.004672652344979084,"score_gpt":0.1966899800583393,"score_spread":0.19201732771336022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295832198","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16451186,0.012485982,0.6288975,0.052933365,0.002442093,0.00015788103,0.00108307,0.00021293297,0.1372754],"genre_scores_gemma":[0.8929743,0.008849879,0.03907455,0.001503294,0.0037946189,0.0001568253,0.0005561478,0.0001695778,0.0529208],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9995357,0.00016902258,0.000017404705,0.00011209286,0.00010129393,0.00006454834],"domain_scores_gemma":[0.9984267,0.0011029773,0.00015102311,0.000049229668,0.00016373715,0.00010632858],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086595624,0.0008541836,0.0011235292,0.001435489,0.0016966801,0.0033016484,0.0014179365,0.005181239,0.009060442],"category_scores_gemma":[0.0060794493,0.00088252354,0.0009437078,0.0012393638,0.003016224,0.006073693,0.0022745933,0.0028865053,0.00059381366],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001402064,0.00014795209,0.00081179565,0.000359205,0.000043447046,0.00070436497,0.00028027146,0.12336323,0.0010804167,0.840062,0.015038408,0.0179687],"study_design_scores_gemma":[0.000078230856,0.000050956256,0.00047881345,0.000094711715,0.000035960853,0.0002784518,0.00040701588,0.3132189,0.0004652192,0.675868,0.008984931,0.000038895418],"about_ca_topic_score_codex":0.0038521416,"about_ca_topic_score_gemma":0.0017840815,"teacher_disagreement_score":0.009060442,"about_ca_system_score_codex":0.0009015163,"about_ca_system_score_gemma":0.0012890073,"threshold_uncertainty_score":0.030310214},"labels":[],"label_agreement":null},{"id":"W4296482088","doi":"10.1061/9780784484463.009","title":"Seismic Analysis of Transmission Towers—Case Study","year":2022,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BC Hydro (Canada)","funders":"","keywords":"Computer science; Transmission (telecommunications); Telecommunications","score_opus":0.008116184318797346,"score_gpt":0.22622409243953995,"score_spread":0.2181079081207426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296482088","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.978811,0.00013999466,0.011994809,0.00020451908,0.000017939321,0.00009696888,0.0003151271,0.000103680315,0.008315854],"genre_scores_gemma":[0.99067736,0.00019592693,0.0060382704,0.000016438275,0.000013581191,0.000026485573,0.00018089304,0.00001513471,0.002835893],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995757,0.00015042257,0.00002562399,0.000054529028,0.00010753168,0.000086299886],"domain_scores_gemma":[0.9991347,0.00045676646,0.00009074469,0.00008203371,0.00013223258,0.00010357253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062606914,0.00069802447,0.00039115478,0.00093781354,0.0008734276,0.00075465447,0.0011071238,0.002043355,0.0024327983],"category_scores_gemma":[0.0013342847,0.0003495742,0.00071373105,0.0010274241,0.00070568064,0.00066208665,0.0005908092,0.0005369492,0.0003662254],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00082045567,0.0008188325,0.045390647,0.0006000169,0.00017882968,0.041185662,0.00219321,0.82613444,0.029378312,0.0051358747,0.0052461335,0.0429175],"study_design_scores_gemma":[0.00023404697,0.001880544,0.047876008,0.000113606715,0.00014892558,0.0074206884,0.006021731,0.9060369,0.016902054,0.0030489287,0.010193575,0.00012291547],"about_ca_topic_score_codex":0.009921316,"about_ca_topic_score_gemma":0.016035834,"teacher_disagreement_score":0.009921316,"about_ca_system_score_codex":0.0010235538,"about_ca_system_score_gemma":0.00036888124,"threshold_uncertainty_score":0.01972711},"labels":[],"label_agreement":null},{"id":"W4297794428","doi":"","title":"Une technique de type quadtree pour le maillage des conducteurs en électronique de puissance","year":2008,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Center for Diagnosis and Research on Alzheimer's Disease","funders":"","keywords":"Computer science","score_opus":0.012561848010803246,"score_gpt":0.22566532765618502,"score_spread":0.2131034796453818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297794428","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0036589713,0.000112869464,0.9941186,0.00007450731,0.00012585615,0.000019989959,0.00005090337,0.00084623566,0.0009920159],"genre_scores_gemma":[0.05625229,0.00037869596,0.93270916,0.00018233659,0.000182007,0.00011968319,0.00019486099,0.00077880756,0.009202093],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989825,0.00019284169,0.00006768134,0.00018752206,0.00047862288,0.00009088952],"domain_scores_gemma":[0.9980977,0.00072778173,0.00007819587,0.00039753978,0.0006273626,0.0000713764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011267188,0.0010151356,0.0008803307,0.0011638225,0.00090468896,0.0015645227,0.0011331404,0.0012490078,0.008098582],"category_scores_gemma":[0.0029456879,0.00047270977,0.0014515995,0.0010659305,0.00089639553,0.0019163167,0.0010159706,0.0024421134,0.0027104472],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006315753,0.00017660181,0.001197964,0.00051979447,0.00014862503,0.00057328446,0.00077644276,0.03492372,0.21479018,0.13038985,0.011488009,0.6043839],"study_design_scores_gemma":[0.0002096801,0.00053804717,0.0024119746,0.00021197449,0.00015756271,0.0017075264,0.00036211786,0.55231136,0.21619613,0.09700143,0.12871577,0.0001764378],"about_ca_topic_score_codex":0.0024926246,"about_ca_topic_score_gemma":0.0033674254,"teacher_disagreement_score":0.008098582,"about_ca_system_score_codex":0.00066641264,"about_ca_system_score_gemma":0.00067394384,"threshold_uncertainty_score":0.027092397},"labels":[],"label_agreement":null},{"id":"W4297856825","doi":"10.1061/9780784484463.029","title":"Experimental Study on the Effect of Gusset Plates’ Geometry on the Behavior of Steel Lattice Transmission Line Tower Connections","year":2022,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Transmission tower; Tower; Transmission line; Structural engineering; Lattice (music); Electric power transmission; Geometry; Materials science; Electrical engineering; Engineering; Physics; Acoustics; Mathematics","score_opus":0.013472405402425914,"score_gpt":0.25953556326201493,"score_spread":0.24606315785958902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297856825","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975515,0.00007880797,0.00165404,0.000009923208,0.000011197232,0.000017000852,0.00008907046,0.00003163819,0.0005568664],"genre_scores_gemma":[0.99779046,0.00007043433,0.001448878,0.0000067315364,0.000004342995,0.000014771543,0.00007088495,0.00000879016,0.0005845954],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994079,0.000096938,0.000039633313,0.00013291478,0.00021985953,0.0001027958],"domain_scores_gemma":[0.9980616,0.00064164685,0.00035238953,0.00031378705,0.0005256418,0.00010484501],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048467625,0.00059366884,0.00023987616,0.00034287252,0.00031144405,0.00018680375,0.00047963884,0.0005357864,0.00241194],"category_scores_gemma":[0.0011910456,0.00025008564,0.00016164257,0.00027146115,0.0006864213,0.00035586295,0.00030458163,0.0003192042,0.000320875],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019505294,0.00010068608,0.001492209,0.00005901078,0.0000056732333,0.00016110917,0.0001525655,0.0014716532,0.99388546,0.00004904035,0.000058803704,0.00236876],"study_design_scores_gemma":[0.000019426221,0.0030963037,0.022507165,0.000012860352,0.000020313086,0.00018790322,0.00026912428,0.0035591484,0.9696361,0.000029885503,0.0006412231,0.000020531332],"about_ca_topic_score_codex":0.0004717721,"about_ca_topic_score_gemma":0.0010773718,"teacher_disagreement_score":0.00241194,"about_ca_system_score_codex":0.00018978833,"about_ca_system_score_gemma":0.0001281534,"threshold_uncertainty_score":0.00806874},"labels":[],"label_agreement":null},{"id":"W4298276822","doi":"","title":"Analytical model of the transition between cylindrical and conical tubes","year":2015,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre for Interdisciplinary Research in Music Media and Technology","funders":"","keywords":"Conical surface; Mechanics; Materials science; Physics; Composite material","score_opus":0.020141410255562448,"score_gpt":0.22523445440072495,"score_spread":0.2050930441451625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298276822","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3089152,0.0030672927,0.50022715,0.0019741156,0.0006149416,0.0002773634,0.0005673867,0.00087994634,0.18347667],"genre_scores_gemma":[0.9628672,0.00055053364,0.007009514,0.00014056794,0.00009466057,0.000097734184,0.00008629734,0.00008141705,0.029071921],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983776,0.000030858242,0.0000052585106,0.000034459146,0.000051970317,0.000039681643],"domain_scores_gemma":[0.999741,0.00008158853,0.000041419356,0.000019934592,0.00006930116,0.00004677092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002563584,0.0004741317,0.00069393835,0.00076601026,0.0007267659,0.0013622455,0.0015772826,0.002365972,0.006758286],"category_scores_gemma":[0.001067974,0.000449709,0.0007993231,0.00050181674,0.001492905,0.00093336584,0.0008609745,0.0008828414,0.0009874555],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002150302,0.00012219472,0.0010137919,0.00022864035,0.00003141175,0.0009757113,0.00054681447,0.61089593,0.039147217,0.33689123,0.0026373211,0.0072947224],"study_design_scores_gemma":[0.000013592433,0.00002707768,0.00037650616,0.000021272232,0.000008170277,0.000103128106,0.00006653874,0.984938,0.0010990475,0.012155471,0.0011722769,0.000018864042],"about_ca_topic_score_codex":0.0034662092,"about_ca_topic_score_gemma":0.0017285683,"teacher_disagreement_score":0.006758286,"about_ca_system_score_codex":0.00092026446,"about_ca_system_score_gemma":0.0010651433,"threshold_uncertainty_score":0.022608697},"labels":[],"label_agreement":null},{"id":"W4298381368","doi":"","title":"Méthode systématique de prévision de bifurcations élastoplastiques pour différentes formulation en transformatons finies","year":2017,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"","keywords":"Physics; Computer science; Mathematics","score_opus":0.012858523428073233,"score_gpt":0.23905582428488373,"score_spread":0.2261973008568105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298381368","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.025304237,0.00034082506,0.96792084,0.00032409982,0.0001884521,0.00012377439,0.00010727176,0.00032502934,0.0053654425],"genre_scores_gemma":[0.2947146,0.001208527,0.6629576,0.0003260129,0.00029230406,0.00074057205,0.0003776656,0.0008268646,0.038555928],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99917644,0.00038029466,0.000033542598,0.0001326595,0.00021995981,0.000056937264],"domain_scores_gemma":[0.9973073,0.0018917785,0.00010519527,0.00016894953,0.00040144438,0.00012528039],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021891617,0.0013921022,0.0012998377,0.001456099,0.0009373655,0.0027713135,0.0013328849,0.003877433,0.008431455],"category_scores_gemma":[0.0059909145,0.0006999206,0.0015456179,0.00070494495,0.0019091626,0.0015222867,0.001501855,0.004423539,0.002023659],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00084675965,0.0004977506,0.0015791078,0.00088728056,0.00023541083,0.0008229985,0.00086664903,0.5605006,0.04995541,0.2484172,0.0041429466,0.1312479],"study_design_scores_gemma":[0.000124237,0.00007595332,0.00035207465,0.000048713195,0.00002020482,0.0001308328,0.00008036175,0.97862726,0.0051552816,0.011051565,0.004296994,0.000036540736],"about_ca_topic_score_codex":0.004655817,"about_ca_topic_score_gemma":0.0035707024,"teacher_disagreement_score":0.008431455,"about_ca_system_score_codex":0.001497344,"about_ca_system_score_gemma":0.0011765917,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W4299525127","doi":"","title":"Validation d'un modèle découplé magnétodynamique - électrique 3D par la détermination de l'impédance de microbobines","year":2008,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Center for Diagnosis and Research on Alzheimer's Disease","funders":"","keywords":"Mod; Physics; Materials science; Computer science","score_opus":0.008415153524439518,"score_gpt":0.21091919515316457,"score_spread":0.20250404162872504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4299525127","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43873546,0.00027188417,0.55337864,0.0003953681,0.00020752072,0.00014149382,0.0006711963,0.0021604048,0.0040379404],"genre_scores_gemma":[0.95961094,0.00015284719,0.037044182,0.000049340924,0.000014259286,0.00017279336,0.00043424196,0.00006242531,0.0024589356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957126,0.00011697509,0.000023853121,0.00009115695,0.00014908558,0.00004764339],"domain_scores_gemma":[0.99886644,0.0007081908,0.00006696676,0.00012991097,0.00018427586,0.000044255405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007606355,0.0012649304,0.00086633925,0.00062463694,0.00054328114,0.0012408037,0.000751136,0.0026801662,0.0019370625],"category_scores_gemma":[0.0021869463,0.00051150576,0.001044279,0.0003819839,0.00077079283,0.00076580007,0.0006641342,0.0009062281,0.00056931993],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021008162,0.00011569313,0.0020041866,0.000104128245,0.000053766504,0.00013663403,0.000097647004,0.9562056,0.025220845,0.00055167486,0.00028083863,0.015018939],"study_design_scores_gemma":[0.000019487627,0.000045354835,0.0008729664,0.0000045821785,0.0000063885736,0.000017850409,0.000013418977,0.99091774,0.0077283955,0.000091250695,0.00027475238,0.000007856851],"about_ca_topic_score_codex":0.021743536,"about_ca_topic_score_gemma":0.008809277,"teacher_disagreement_score":0.021743536,"about_ca_system_score_codex":0.0005599649,"about_ca_system_score_gemma":0.0011025113,"threshold_uncertainty_score":0.04323393},"labels":[],"label_agreement":null},{"id":"W4299951029","doi":"10.48550/arxiv.1803.10058","title":"Symmetry-preserving finite element schemes: An introductory\\n investigation","year":2018,"lang":"en","type":"preprint","venue":"arXiv (Cornell University)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Research and Development Corporation of Newfoundland and Labrador; Natural Sciences and Engineering Research Council of Canada; Memorial University of Newfoundland; Canada Research Chairs","keywords":"Finite element method; Equivariant map; Partial differential equation; Invariant (physics); Mathematics; Ordinary differential equation; Symmetry (geometry); Mixed finite element method; Extended finite element method; Mathematical analysis; Differential equation; Applied mathematics; Pure mathematics; Geometry; Physics; Mathematical physics","score_opus":0.044414255390997755,"score_gpt":0.18023080167635686,"score_spread":0.1358165462853591,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4299951029","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006172344,0.00068218587,0.98156446,0.00027596677,0.00015609263,0.000046845747,0.0000318992,0.00009205285,0.010978054],"genre_scores_gemma":[0.24058132,0.0037962561,0.7345412,0.00022529814,0.00031580107,0.0002883975,0.00016805506,0.0002477874,0.01983594],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968135,0.0001215971,0.000019973802,0.00003012473,0.00012497445,0.000021853532],"domain_scores_gemma":[0.9995552,0.00019552017,0.0000479599,0.00010256944,0.00007509947,0.000023706487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014189638,0.0005055823,0.00039911797,0.00092018256,0.00040047246,0.0007861471,0.00095067744,0.00080576993,0.0042968434],"category_scores_gemma":[0.0023224643,0.00031199204,0.0007725261,0.0006461291,0.0015731923,0.0011314922,0.0012299875,0.0014147593,0.00082621473],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010222949,0.000030847914,0.00020663778,0.00010943869,0.000008556203,0.000053557833,0.00020060709,0.019698456,0.004383775,0.9505317,0.00069834094,0.024067858],"study_design_scores_gemma":[0.000021165395,0.00015602376,0.00043680597,0.00010320046,0.000014072206,0.0002602317,0.000107417276,0.45179057,0.006763842,0.49167028,0.048642024,0.000034343167],"about_ca_topic_score_codex":0.000744595,"about_ca_topic_score_gemma":0.00062060833,"teacher_disagreement_score":0.0042968434,"about_ca_system_score_codex":0.00052222755,"about_ca_system_score_gemma":0.00045281864,"threshold_uncertainty_score":0.014374375},"labels":[],"label_agreement":null},{"id":"W4301468537","doi":"10.1017/cbo9780511760792","title":"Fluid-Structure Interactions","year":2010,"lang":"en","type":"book","venue":"Cambridge University Press eBooks","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":281,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Vibration; Vortex-induced vibration; Mechanics; Flow (mathematics); Instability; Vortex; Vortex shedding; Heat exchanger; Engineering; Structural engineering; Physics; Mechanical engineering; Turbulence; Acoustics","score_opus":0.006574402600587561,"score_gpt":0.17452351151795206,"score_spread":0.1679491089173645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4301468537","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010629174,0.05460315,0.07469503,0.0039481516,0.0044334037,0.0001195891,0.0008383536,0.0013336524,0.84939957],"genre_scores_gemma":[0.15536797,0.033601437,0.020958101,0.0011150547,0.0014744825,0.00022755607,0.0012209147,0.00052408024,0.7855105],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.999726,0.000028785897,0.0000059333643,0.000041696876,0.00016796486,0.00002963238],"domain_scores_gemma":[0.99992454,0.000018151302,0.0000058905384,0.000011495713,0.00002623362,0.000013769659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017562848,0.0008200063,0.0007931628,0.0007340981,0.001226598,0.0025355117,0.0007801143,0.00129875,0.048054393],"category_scores_gemma":[0.00047049596,0.00042662694,0.00044691266,0.0007737166,0.0007840407,0.0016469847,0.0024023752,0.0011634534,0.016890967],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000549891,0.0000663523,0.00041896687,0.00092088943,0.00008194118,0.00068887946,0.00070154783,0.020308718,0.04252531,0.436589,0.23190066,0.26574278],"study_design_scores_gemma":[0.000014085682,0.00003084322,0.0005690006,0.00010164076,0.000015039183,0.00044544527,0.0001215619,0.010917855,0.005348974,0.07151072,0.9109023,0.000022503596],"about_ca_topic_score_codex":0.0007512831,"about_ca_topic_score_gemma":0.001127596,"teacher_disagreement_score":0.048054393,"about_ca_system_score_codex":0.0009442902,"about_ca_system_score_gemma":0.0004797342,"threshold_uncertainty_score":0.16075796},"labels":[],"label_agreement":null},{"id":"W4303674195","doi":"","title":"VIBROACOUSTIC SIMILITUDE LAWS FOR FLUID-LOADED PLATES EXCITED BY POINT FORCES","year":2022,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Similitude; Point (geometry); Law; Engineering; Mechanics; Mechanical engineering; Computer science; Mathematics; Physics; Geometry; Artificial intelligence; Political science","score_opus":0.008672018061861067,"score_gpt":0.21115385555520694,"score_spread":0.20248183749334586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4303674195","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19662844,0.0010795309,0.7595135,0.00040036577,0.00018115043,0.00009403976,0.00013813264,0.0004167225,0.041548144],"genre_scores_gemma":[0.97096586,0.0005999322,0.0127974255,0.00008073067,0.00008806302,0.00005646755,0.00008401861,0.00016934992,0.015158129],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977344,0.000046294936,0.000009859768,0.00004007047,0.00010854723,0.000021759628],"domain_scores_gemma":[0.9983,0.0012264113,0.00013766215,0.00008286732,0.00021963193,0.00003330525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049121754,0.00041758557,0.00031508796,0.0008413955,0.00017360886,0.0007811241,0.0007199037,0.0006947589,0.0044250116],"category_scores_gemma":[0.0035223358,0.00019548467,0.00041305143,0.00040539986,0.001042314,0.0007646173,0.00049359933,0.0008496463,0.0005145268],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036290404,0.00016687147,0.001822935,0.0006698485,0.00005646747,0.0019776367,0.0026063563,0.31714007,0.2287925,0.3889483,0.0035419373,0.053914163],"study_design_scores_gemma":[0.000018354944,0.000039539143,0.0015664328,0.000028817865,0.000010898046,0.000536372,0.00016248629,0.94552904,0.011503426,0.03917923,0.0013919843,0.00003338808],"about_ca_topic_score_codex":0.00097309164,"about_ca_topic_score_gemma":0.0005786182,"teacher_disagreement_score":0.0044250116,"about_ca_system_score_codex":0.00026587414,"about_ca_system_score_gemma":0.0001548726,"threshold_uncertainty_score":0.014803171},"labels":[],"label_agreement":null},{"id":"W4306665553","doi":"10.18280/ijsse.120401","title":"Integral Sliding Mode Controlled ATMD for Buildings under Seismic Effect","year":2022,"lang":"en","type":"article","venue":"International Journal of Safety and Security Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Structural engineering; Mode (computer interface); Computer science; Engineering","score_opus":0.0032897639926607746,"score_gpt":0.21625464735015953,"score_spread":0.21296488335749875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306665553","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31377864,0.0009339105,0.6769551,0.00013209262,0.00016259792,0.000040208593,0.000050107545,0.0008935043,0.007053781],"genre_scores_gemma":[0.99513704,0.00009102066,0.0040157577,0.000011137965,0.0000061874216,0.00001218318,0.000014505836,0.0000031975262,0.0007089163],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992526,0.000011073308,0.0000053289955,0.00001853249,0.000024517141,0.000015198366],"domain_scores_gemma":[0.99991715,0.000024323763,0.000019961164,0.000008358296,0.000022859214,0.000007353582],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017620785,0.00026518706,0.00022685382,0.00015330812,0.00018801655,0.00032856798,0.00036608387,0.0002312523,0.0009861718],"category_scores_gemma":[0.00024394819,0.00009252448,0.00020319843,0.00011170367,0.00025017245,0.00021147644,0.00029522018,0.00025954796,0.000089229536],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00091991766,0.00017206118,0.0045665954,0.0007440124,0.00007963243,0.00046138553,0.0004103108,0.60763204,0.14968222,0.010908734,0.0016872179,0.2227359],"study_design_scores_gemma":[0.000042771033,0.0004019082,0.0020089154,0.000012148186,0.000027262373,0.000052177264,0.000033229968,0.98492473,0.009825014,0.0009284366,0.0017333201,0.000010092391],"about_ca_topic_score_codex":0.0020585242,"about_ca_topic_score_gemma":0.0016007592,"teacher_disagreement_score":0.0020585242,"about_ca_system_score_codex":0.00017841654,"about_ca_system_score_gemma":0.00025114368,"threshold_uncertainty_score":0.004093051},"labels":[],"label_agreement":null},{"id":"W4307280399","doi":"10.3390/s22218165","title":"Analysis of Wind-Induced Vibrations on HVTL Conductors Using Wireless Sensors","year":2022,"lang":"en","type":"article","venue":"Sensors","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Electrical conductor; Accelerometer; Vibration; Wind power; Wireless; Conductor; Electric power transmission; Engineering; Renewable energy; Wireless sensor network; Energy harvesting; Transmission (telecommunications); Condition monitoring; Electrical engineering; Computer science; Energy (signal processing); Acoustics; Telecommunications; Materials science; Physics; Computer network","score_opus":0.022834254686335716,"score_gpt":0.24552617839571897,"score_spread":0.22269192370938326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4307280399","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9629868,0.00026645747,0.035521634,0.00003491237,0.000021161757,0.00002505502,0.00015997996,0.000164677,0.0008192708],"genre_scores_gemma":[0.99570423,0.000111152345,0.0036592842,0.000006687005,0.000006789823,0.000011367084,0.00007030323,0.0000050526733,0.0004252064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990284,0.000012453445,0.000005226469,0.000027063117,0.000040288527,0.000012052774],"domain_scores_gemma":[0.9998808,0.000031046013,0.000032430115,0.000008441752,0.000040976043,0.0000063102916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010527818,0.00029032162,0.00015375228,0.00037806475,0.00009229695,0.00017314103,0.00018010972,0.00022976792,0.00050293485],"category_scores_gemma":[0.00023511678,0.00007619725,0.00012888454,0.00028770533,0.000124923,0.00022548449,0.000104289786,0.00009332499,0.000108005064],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000440042,0.00012125669,0.053477958,0.00026588354,0.00006990393,0.00064243533,0.00036472536,0.023986926,0.8170339,0.00025825156,0.00060339563,0.102735244],"study_design_scores_gemma":[0.000043448665,0.0021990696,0.28345382,0.000057284346,0.00014564247,0.001149102,0.0010145617,0.39495102,0.31341296,0.0003284914,0.0031965517,0.00004809916],"about_ca_topic_score_codex":0.00073942705,"about_ca_topic_score_gemma":0.0009650522,"teacher_disagreement_score":0.00073942705,"about_ca_system_score_codex":0.00010109156,"about_ca_system_score_gemma":0.000061936815,"threshold_uncertainty_score":0.0016825199},"labels":[],"label_agreement":null},{"id":"W4311090912","doi":"10.1016/j.engstruct.2022.115347","title":"Out-of-plane dynamic parametric instability of circular arches with elastic rotational restraints under a localized uniform radial periodic load","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Arch; Instability; Mechanics; Rigidity (electromagnetism); Structural engineering; Finite element method; Parametric statistics; Rotation around a fixed axis; Plane (geometry); Physics; Classical mechanics; Mathematics; Engineering; Geometry","score_opus":0.006682250079975021,"score_gpt":0.20327456574748062,"score_spread":0.1965923156675056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311090912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9907644,0.000027654103,0.005696041,0.000039527313,0.000006104384,0.000006063126,0.00001734118,0.000022534447,0.003420336],"genre_scores_gemma":[0.9993425,0.000010331057,0.00018225855,0.0000026548826,0.0000019742945,0.0000020452344,0.0000054568295,0.0000031126433,0.000449569],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999157,0.000017453385,0.0000026020016,0.00001524793,0.000022291222,0.00002666295],"domain_scores_gemma":[0.99979013,0.00006405811,0.000051468698,0.000023811996,0.000032326643,0.000038284456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016466914,0.00026280648,0.00031217682,0.00030889298,0.0003412726,0.00049108063,0.00033279933,0.0003080416,0.0012097418],"category_scores_gemma":[0.0006054138,0.00016962849,0.00018388641,0.00019046616,0.0009126329,0.00035286843,0.00058549526,0.00028233242,0.00015294194],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024471374,0.0003282677,0.013755287,0.00016086054,0.000097073826,0.0028603224,0.0014043035,0.48339745,0.44313872,0.029868962,0.0010409543,0.02150067],"study_design_scores_gemma":[0.000022960543,0.00014743421,0.008502648,0.000006772033,0.00001820065,0.00024064475,0.00030636106,0.9732493,0.01516554,0.0020864054,0.0002255183,0.000028298486],"about_ca_topic_score_codex":0.0009964016,"about_ca_topic_score_gemma":0.00052665226,"teacher_disagreement_score":0.0012097418,"about_ca_system_score_codex":0.0001976703,"about_ca_system_score_gemma":0.00020201865,"threshold_uncertainty_score":0.0040469766},"labels":[],"label_agreement":null},{"id":"W4311242194","doi":"10.1115/1.4056466","title":"Investigations of In-Plane Fluidelastic Instability in a Multispan U-Bend Tube Array—Part I: Tests in Air Flow","year":2022,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Canadian Nuclear Laboratories","funders":"","keywords":"Tube (container); Bundle; Instability; Structural engineering; Bar (unit); Flow (mathematics); Mechanics; Refrigerant; Engineering; Materials science; Mechanical engineering; Physics; Meteorology; Composite material; Heat exchanger","score_opus":0.008244563234498629,"score_gpt":0.21904912620941397,"score_spread":0.21080456297491534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311242194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99814606,0.000030314923,0.0016173641,0.0000058154046,0.0000036942406,0.0000137465195,0.000020697205,0.000029169483,0.0001331847],"genre_scores_gemma":[0.99740773,0.000021390631,0.002238891,0.000006795248,0.000003030482,0.000011826554,0.00003426758,0.0000063652647,0.00026980828],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996804,0.00006997399,0.000023279761,0.00004680472,0.00012800185,0.000051555697],"domain_scores_gemma":[0.999383,0.00018786757,0.00012340824,0.000060097587,0.0001610777,0.00008450373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039969577,0.00028934507,0.00032515952,0.00039518377,0.0003797922,0.00015953727,0.00033575675,0.00044327657,0.0007730541],"category_scores_gemma":[0.0005302115,0.00015277606,0.00028218253,0.00025685603,0.0002800598,0.00030286686,0.0003258826,0.00026999402,0.00013781828],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042268846,0.00017813296,0.00535974,0.00004032935,0.000009427997,0.00022536311,0.00013810913,0.002355211,0.9858683,0.000036054247,0.000050432944,0.005316214],"study_design_scores_gemma":[0.000036004236,0.0058862,0.033183616,0.000009136582,0.000014656842,0.00030202928,0.00033929918,0.019051,0.9405629,0.000039113926,0.00055485027,0.000021091224],"about_ca_topic_score_codex":0.00047204157,"about_ca_topic_score_gemma":0.00051080075,"teacher_disagreement_score":0.0007730541,"about_ca_system_score_codex":0.000121894256,"about_ca_system_score_gemma":0.00010181753,"threshold_uncertainty_score":0.0025860667},"labels":[],"label_agreement":null},{"id":"W4311356851","doi":"10.18280/mmep.090511","title":"The Behavior of the Synchronous and Asynchronous Natural Frequencies for Asymmetric Double Beams","year":2022,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Beam (structure); Vibration; Natural frequency; Stiffness; Boundary value problem; Physics; Optics; Acoustics; Thermodynamics","score_opus":0.011570701577910058,"score_gpt":0.19464218152139934,"score_spread":0.18307147994348927,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311356851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69654727,0.00049413106,0.2899394,0.0001309202,0.00007645829,0.000031177788,0.00008598946,0.0001693324,0.012525318],"genre_scores_gemma":[0.9830844,0.00011977291,0.015531705,0.000016313792,0.00000861358,0.00002255582,0.000030964693,0.000022564556,0.001163302],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997403,0.000036287005,0.00001318851,0.00006723866,0.00011886481,0.000024138444],"domain_scores_gemma":[0.9989172,0.00059166073,0.00021993819,0.000091373906,0.00014375437,0.00003606009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041958792,0.00025788666,0.00012738985,0.0006498837,0.00027336646,0.00025041561,0.00028178009,0.00034775352,0.0021770906],"category_scores_gemma":[0.0024441748,0.00016386952,0.00018754906,0.00024578298,0.0004586667,0.0005832109,0.00025784975,0.0003249017,0.00026761417],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067815394,0.00020608025,0.03263988,0.00054155855,0.0000614905,0.000978337,0.001213842,0.16152026,0.51204723,0.06494454,0.0013304761,0.22383808],"study_design_scores_gemma":[0.00004064185,0.00032331268,0.041952442,0.000085140775,0.00005055636,0.0012654769,0.0004786137,0.81771564,0.111706525,0.021165371,0.005094962,0.000121205325],"about_ca_topic_score_codex":0.00038183533,"about_ca_topic_score_gemma":0.00044856608,"teacher_disagreement_score":0.0021770906,"about_ca_system_score_codex":0.00015898768,"about_ca_system_score_gemma":0.00016520181,"threshold_uncertainty_score":0.0072830915},"labels":[],"label_agreement":null},{"id":"W4312835645","doi":"10.1130/abs/2022am-377736","title":"LATERAL EROSION OF BEDROCK CHANNEL BANKS BY BEDLOAD AND SUSPENDED LOAD","year":2022,"lang":"en","type":"article","venue":"Abstracts with programs - Geological Society of America","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Bed load; Bedrock; Erosion; Bank erosion; Geology; Channel (broadcasting); Geotechnical engineering; Hydrology (agriculture); Geomorphology; Sediment; Sediment transport; Engineering; Telecommunications","score_opus":0.009248023775115482,"score_gpt":0.20971050935597887,"score_spread":0.20046248558086338,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312835645","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908066,0.000013570056,0.00023530048,0.000008450681,0.0000016014986,0.0000017418888,0.00007594959,0.0000079363635,0.00057488866],"genre_scores_gemma":[0.9995117,0.000009042998,0.00004370346,0.0000024014403,0.0000012570575,0.0000014585946,0.000055565073,0.0000027195358,0.00037206156],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9999368,0.00000977809,0.0000041347835,0.000013118466,0.000015678062,0.000020380921],"domain_scores_gemma":[0.99967813,0.00013740474,0.0000443513,0.000010321426,0.00006682677,0.0000629446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000207334,0.00013833228,0.00016798734,0.0004115357,0.00023547727,0.0004837847,0.00016178782,0.00016336513,0.002907967],"category_scores_gemma":[0.00066832674,0.00017918953,0.00018849615,0.00038524187,0.0002592927,0.00027873908,0.00032631785,0.00015745638,0.00028945794],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014202017,0.00016058367,0.93287706,0.000047982576,0.000089554895,0.0004017861,0.00032389056,0.017888388,0.028917154,0.00050489843,0.0004897841,0.016878724],"study_design_scores_gemma":[0.000017328653,0.00007101035,0.9757522,0.000005032289,0.000018131443,0.000058089987,0.00020827459,0.0226547,0.000912178,0.00014465913,0.00014879052,0.000009510907],"about_ca_topic_score_codex":0.008657894,"about_ca_topic_score_gemma":0.013152873,"teacher_disagreement_score":0.008657894,"about_ca_system_score_codex":0.0003546089,"about_ca_system_score_gemma":0.0002817422,"threshold_uncertainty_score":0.017215014},"labels":[],"label_agreement":null},{"id":"W4312837713","doi":"10.1115/pvp2022-86694","title":"Effect of Pitch Ratio and Flat Bar Support Conditions on FEI Threshold for Low MDP Parallel Triangular Array – Single-Phase Water-Flow","year":2022,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; University of Guelph","funders":"","keywords":"Bar (unit); Flow (mathematics); Tube (container); Instrumentation (computer programming); Materials science; Phase (matter); Stability (learning theory); Mechanics; Computer science; Physics; Composite material","score_opus":0.008210641894958568,"score_gpt":0.2411521616479431,"score_spread":0.23294151975298452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312837713","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9833507,0.00021122461,0.014657492,0.000055462267,0.000027675875,0.0000564457,0.000099404286,0.00023501397,0.0013065268],"genre_scores_gemma":[0.9974498,0.000026965512,0.0023263611,0.000006211296,0.000002051378,0.000014165258,0.00002465835,0.000020682395,0.00012911762],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948114,0.000064276814,0.000044989596,0.00010029278,0.00021169688,0.00009750402],"domain_scores_gemma":[0.9978817,0.0011746872,0.0002951042,0.00020695938,0.00031352683,0.00012794517],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081890257,0.00047956,0.0004879845,0.00040287714,0.00037639146,0.00049951265,0.00040605039,0.00041643434,0.0025373441],"category_scores_gemma":[0.0033613706,0.00021962877,0.000120650555,0.00018984245,0.00061279547,0.0004952951,0.00030843655,0.00041196807,0.0002824183],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009403119,0.000119997,0.002482878,0.00019629055,0.000008046454,0.0003017691,0.0002635782,0.006215524,0.9758415,0.00021146527,0.00016828511,0.01325036],"study_design_scores_gemma":[0.000029470844,0.0012677835,0.010238605,0.000024538904,0.00001499218,0.000087822395,0.00016210836,0.020802327,0.96651477,0.000088955974,0.00074928487,0.00001936531],"about_ca_topic_score_codex":0.00030104112,"about_ca_topic_score_gemma":0.0007421407,"teacher_disagreement_score":0.0025373441,"about_ca_system_score_codex":0.00024630377,"about_ca_system_score_gemma":0.00019071695,"threshold_uncertainty_score":0.008488238},"labels":[],"label_agreement":null},{"id":"W4313168517","doi":"10.2749/nanjing.2022.0173","title":"Nonlinear Coupling in Cable-Supported Bridges for Non-Analogous Modes","year":2022,"lang":"en","type":"article","venue":"Report","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Nonlinear system; Coupling (piping); Structural engineering; Modal; Vibration; Stiffness; Suspension (topology); Modal analysis; Displacement (psychology); Physics; Engineering; Acoustics; Mathematics; Materials science; Mechanical engineering","score_opus":0.01361968332377626,"score_gpt":0.24728953131819387,"score_spread":0.23366984799441762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313168517","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96188855,0.00007219176,0.03494786,0.000022266731,0.0000050415447,0.00001245432,0.000015222187,0.00001922027,0.0030171769],"genre_scores_gemma":[0.99746466,0.00003400032,0.0017794569,0.000005309488,0.0000029836633,0.0000062099966,0.000015029675,0.000004947302,0.00068743963],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999851,0.000029922865,0.0000048173183,0.000029937964,0.00006531294,0.000019034247],"domain_scores_gemma":[0.9997291,0.00011757643,0.000069331865,0.000018867438,0.00003883876,0.000026203139],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024428242,0.0002746172,0.00014517212,0.00053482025,0.0001644805,0.0002552684,0.00023227454,0.0002465347,0.0017028044],"category_scores_gemma":[0.00062754564,0.0001489424,0.00023770145,0.00017172458,0.00035696672,0.0004328396,0.00049669243,0.0003224408,0.00014631823],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003539551,0.0003899686,0.030514395,0.00017837844,0.00010982683,0.001659322,0.0014666806,0.22562525,0.6499149,0.047838885,0.00039337366,0.041554958],"study_design_scores_gemma":[0.000013922388,0.00013793356,0.026975876,0.000013155368,0.000021021859,0.00027016847,0.00018109649,0.9397117,0.026181476,0.006054027,0.0004039156,0.000035638728],"about_ca_topic_score_codex":0.0006128749,"about_ca_topic_score_gemma":0.00077687536,"teacher_disagreement_score":0.0017028044,"about_ca_system_score_codex":0.00012958115,"about_ca_system_score_gemma":0.00011257978,"threshold_uncertainty_score":0.0056964755},"labels":[],"label_agreement":null},{"id":"W4313342566","doi":"","title":"DYNAMICS OF CANTILEVERED PIPES CONVEYING FLUID AND SUBJECTED TO REVERSE ANNULAR EXTERNAL FLOW: EXPERIMENTAL INVESTIGATION OF THE INFLUENCE OF EXTERNAL FLOW CONFINEMENT","year":2022,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mechanics; Cantilever; Flow (mathematics); Fluid dynamics; Dynamics (music); Materials science; External flow; Computational fluid dynamics; Physics; Acoustics; Composite material","score_opus":0.007191846291049545,"score_gpt":0.2020131619720823,"score_spread":0.19482131568103275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313342566","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982597,0.00004421591,0.0012582501,0.000017675464,0.0000064435117,0.000008449143,0.000044595396,0.000018208075,0.00034245965],"genre_scores_gemma":[0.9989435,0.00004059303,0.00048594316,0.0000064816495,0.0000037661453,0.000012845004,0.0000340406,0.0000065450317,0.00046615544],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982905,0.000024297507,0.0000067935466,0.0000429042,0.00005340889,0.000043505388],"domain_scores_gemma":[0.9995814,0.00019859339,0.00006525872,0.000042707852,0.00006506769,0.00004690629],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029020122,0.00025933573,0.0004057712,0.00015078363,0.00034083752,0.00026822186,0.00032982745,0.00048631796,0.0029842064],"category_scores_gemma":[0.0006443982,0.00022365677,0.0001709342,0.00013179795,0.00089227967,0.00030922238,0.00043483707,0.00034843813,0.00020270942],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057740445,0.00007359516,0.0009131054,0.000054506956,0.0000043571376,0.00013921547,0.00029415867,0.0012440257,0.994638,0.00009973296,0.000055124965,0.0019066365],"study_design_scores_gemma":[0.00018475922,0.0039202743,0.09030998,0.000050203147,0.00004179082,0.00040383998,0.0009546392,0.05520467,0.8468783,0.00025994715,0.0017215682,0.00006998879],"about_ca_topic_score_codex":0.0005562482,"about_ca_topic_score_gemma":0.00050656154,"teacher_disagreement_score":0.0029842064,"about_ca_system_score_codex":0.00014546754,"about_ca_system_score_gemma":0.00019448593,"threshold_uncertainty_score":0.009983122},"labels":[],"label_agreement":null},{"id":"W4317401276","doi":"10.18280/mmep.090624","title":"Velocity Slip with Viscosity Variation for Rough Porous Circular Stepped Plates Using Couple Stress Fluid","year":2022,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Slip (aerodynamics); Mechanics; Porosity; Materials science; Viscosity; Porous medium; Stress (linguistics); Composite material; Physics; Thermodynamics","score_opus":0.017263397659273972,"score_gpt":0.1907444945995204,"score_spread":0.1734810969402464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317401276","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9729497,0.0003198422,0.025583837,0.00005492663,0.000026146852,0.00001643756,0.000017586372,0.000057323985,0.0009742615],"genre_scores_gemma":[0.99765176,0.000083320985,0.0020274709,0.0000031729437,0.000004766865,0.0000035211935,0.0000067372857,0.0000034629547,0.00021586627],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997845,0.000044408975,0.000011853494,0.000037678805,0.00008811361,0.000033555778],"domain_scores_gemma":[0.99937505,0.00028255855,0.00020137586,0.000036018726,0.000055567754,0.000049490955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033299168,0.00034728023,0.00030595972,0.0005742063,0.00021691209,0.0006457419,0.00034485105,0.0004592238,0.00042997446],"category_scores_gemma":[0.0011975225,0.00019994902,0.00031933264,0.00029135673,0.001010632,0.00038592744,0.00051878707,0.00022172906,0.000046213827],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061156356,0.0001324779,0.008182295,0.0003074246,0.000081619066,0.0016384139,0.0002791144,0.57686317,0.38787612,0.008355943,0.00022898054,0.015442966],"study_design_scores_gemma":[0.000029410447,0.00035991502,0.0034368185,0.000012124569,0.000024063012,0.00018173651,0.00006484435,0.9333066,0.061563473,0.00066263526,0.00032173636,0.000036729904],"about_ca_topic_score_codex":0.0011569721,"about_ca_topic_score_gemma":0.00056779874,"teacher_disagreement_score":0.0011569721,"about_ca_system_score_codex":0.0002786801,"about_ca_system_score_gemma":0.00021951467,"threshold_uncertainty_score":0.0023005009},"labels":[],"label_agreement":null},{"id":"W4317934762","doi":"10.1007/s11071-023-08245-9","title":"Experiments on the dynamics and stability of cantilevered circular cylindrical shells conveying airflow","year":2023,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Pipeline Research Council International","keywords":"Flutter; Mechanics; Outflow; Jet (fluid); Cantilever; RADIUS; Bifurcation; Chaotic; Flow (mathematics); Physics; Airflow; Dynamics (music); Shell (structure); Stability (learning theory); Classical mechanics; Aerodynamics; Materials science; Structural engineering; Engineering; Thermodynamics; Nonlinear system; Meteorology; Acoustics","score_opus":0.018713722553607766,"score_gpt":0.2400464108000537,"score_spread":0.22133268824644595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317934762","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99861324,0.00002220261,0.0009792892,0.000015699761,0.000004975606,0.000010518812,0.000029052428,0.000027890146,0.0002971739],"genre_scores_gemma":[0.9988984,0.000020197329,0.00054825796,0.0000040087525,0.000002718139,0.00000883619,0.00003323748,0.000007787201,0.00047659423],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997435,0.000045225563,0.000016991802,0.00005119686,0.00007759079,0.00006540739],"domain_scores_gemma":[0.99884677,0.00065483,0.000119356264,0.00013079627,0.00016828046,0.000079987854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005087902,0.0004666881,0.00039932365,0.00026038222,0.0006334504,0.0002592477,0.0005083566,0.000680059,0.003292133],"category_scores_gemma":[0.0016304424,0.00026390978,0.0002673013,0.00015779785,0.00083076913,0.0005968525,0.0005919726,0.0003267244,0.00023560933],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010717182,0.0001276919,0.0011696393,0.000066251625,0.000008580718,0.00013938385,0.00044811593,0.0030152323,0.99041206,0.0002627464,0.00006344774,0.003215153],"study_design_scores_gemma":[0.00042620307,0.006166298,0.023766248,0.000033660675,0.00003920793,0.0002084033,0.00043468236,0.06347679,0.9041641,0.00031608087,0.0009082374,0.00006013583],"about_ca_topic_score_codex":0.0007959927,"about_ca_topic_score_gemma":0.00048120526,"teacher_disagreement_score":0.003292133,"about_ca_system_score_codex":0.00020700844,"about_ca_system_score_gemma":0.00019947108,"threshold_uncertainty_score":0.011013329},"labels":[],"label_agreement":null},{"id":"W4318714320","doi":"10.2139/ssrn.4329801","title":"Optimal Performance of a Tontine Overlay Subject to Withdrawal Constraints","year":2023,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Subject (documents); Overlay; Computer science; Operations research; Psychology; Engineering; World Wide Web","score_opus":0.00348949744393916,"score_gpt":0.20414593588997898,"score_spread":0.2006564384460398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4318714320","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6990819,0.0007011997,0.26362264,0.0012690598,0.00013593979,0.00012939367,0.00032029778,0.00062980154,0.0341098],"genre_scores_gemma":[0.9893833,0.00010206766,0.0069074617,0.000027555783,0.000017976743,0.000018610712,0.000031277366,0.0000228376,0.0034889928],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995974,0.000108553584,0.0000116982665,0.00006945707,0.00005087265,0.00016212549],"domain_scores_gemma":[0.9989625,0.00056430616,0.000089540335,0.000056476638,0.00019116954,0.00013601339],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007187746,0.000914961,0.0011613142,0.00044397704,0.0005983003,0.0011864654,0.0005996356,0.0017392401,0.004992537],"category_scores_gemma":[0.0025818152,0.00024910946,0.00022634954,0.0004636976,0.0008911157,0.000877393,0.0014944638,0.00052916387,0.00058338826],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013376976,0.00015933732,0.0005351017,0.0002083878,0.00003341099,0.00027262353,0.00010947272,0.93512064,0.02251945,0.0073313727,0.0019510627,0.030421529],"study_design_scores_gemma":[0.00003037131,0.0001980866,0.0002730091,0.000013117965,0.000013186902,0.000031450272,0.000081474645,0.99484986,0.0023747792,0.001829272,0.00029554928,0.000009759178],"about_ca_topic_score_codex":0.0052984003,"about_ca_topic_score_gemma":0.0024166475,"teacher_disagreement_score":0.0052984003,"about_ca_system_score_codex":0.0005856982,"about_ca_system_score_gemma":0.0009812845,"threshold_uncertainty_score":0.016701698},"labels":[],"label_agreement":null},{"id":"W4319588728","doi":"10.1115/imece2022-96787","title":"Experimental Characterization of the Nonlinear Boundary Conditions Applied by Two Different Designs of Spacer Grids on PWR Fuel Rods","year":2022,"lang":"en","type":"article","venue":"Volume 5: Dynamics, Vibration, and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Rod; Materials science; Coolant; Structural engineering; Vibration; Mechanics; Nonlinear system; Mechanical engineering; Engineering; Acoustics; Physics","score_opus":0.0036556482277181413,"score_gpt":0.18881525443482458,"score_spread":0.18515960620710645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319588728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99810874,0.000064654,0.001424537,0.000010371854,0.000013038855,0.0000126476025,0.00006047689,0.000035162062,0.0002702859],"genre_scores_gemma":[0.9983835,0.000043725668,0.001213667,0.000004262761,0.0000026105297,0.000017670036,0.000030853702,0.00001002059,0.00029361417],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995865,0.000050127936,0.000029089066,0.00008034108,0.00016472551,0.000089281275],"domain_scores_gemma":[0.9991511,0.00027467732,0.00021186809,0.00014416534,0.0001568785,0.00006125975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036270815,0.0004015331,0.00029932312,0.00022216649,0.00018784577,0.00024623497,0.00043376547,0.0004612652,0.0016335049],"category_scores_gemma":[0.0010745483,0.00019502372,0.0001627344,0.00021394508,0.00043831897,0.00023285039,0.00034569832,0.00032037095,0.00019614617],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015169676,0.000048762213,0.00043268263,0.00006854176,0.0000032410367,0.00008619426,0.000111833906,0.0011094848,0.99646604,0.000071334514,0.000027347569,0.0014229257],"study_design_scores_gemma":[0.00001924312,0.0007804565,0.0029411302,0.000010565479,0.000006560943,0.000025845673,0.00009082065,0.004352834,0.9913673,0.000019989177,0.00037631032,0.0000088347115],"about_ca_topic_score_codex":0.00048648767,"about_ca_topic_score_gemma":0.0006921468,"teacher_disagreement_score":0.0016335049,"about_ca_system_score_codex":0.00026489596,"about_ca_system_score_gemma":0.00012056867,"threshold_uncertainty_score":0.0054646134},"labels":[],"label_agreement":null},{"id":"W4319591814","doi":"10.1007/978-3-031-22532-1_101","title":"Improvements to a Mathematical Model Used to Reproduce the Wave and Stream at the Bath-Metal Interface and Assess Their Impact on the Movement of Alumina Rafts","year":2023,"lang":"en","type":"book-chapter","venue":"˜The œminerals, metals & materials series","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rio Tinto (Canada); Université du Québec à Chicoutimi","funders":"","keywords":"Impulse (physics); Mechanics; Interface (matter); Perturbation (astronomy); Classical mechanics; Lift (data mining); Mechanical engineering; Physics; Computer science; Engineering; Bubble","score_opus":0.03681888355104564,"score_gpt":0.25472822522379457,"score_spread":0.21790934167274892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319591814","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018923257,0.00016509337,0.957664,0.0005610721,0.0006626825,0.00015990582,0.00050269766,0.0011373044,0.020224009],"genre_scores_gemma":[0.51624525,0.0010095104,0.40517285,0.0010195397,0.00042837,0.0009283511,0.0012669882,0.002491722,0.071437515],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99970466,0.000055783155,0.000026067311,0.00005299051,0.00013083284,0.000029602035],"domain_scores_gemma":[0.99902105,0.00030279421,0.00007505533,0.00019722333,0.0003717027,0.000032248463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007833854,0.00086184783,0.0008069621,0.00056729215,0.0007630137,0.0011948853,0.0022077048,0.0020373147,0.008548581],"category_scores_gemma":[0.0036489035,0.00045462456,0.0017898551,0.0005931049,0.0005734783,0.0019752646,0.00079981604,0.0018174059,0.0033198993],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040902712,0.00018603617,0.00075718964,0.00010983275,0.000029917497,0.00014513431,0.000075452255,0.9420001,0.013280732,0.02297086,0.0028121395,0.017591668],"study_design_scores_gemma":[0.0000072119146,0.000011372692,0.00007839019,0.000004503917,0.0000062959252,0.000019949288,0.000007943933,0.99638927,0.001060245,0.001175135,0.0012314775,0.000008232347],"about_ca_topic_score_codex":0.016621618,"about_ca_topic_score_gemma":0.012018323,"teacher_disagreement_score":0.016621618,"about_ca_system_score_codex":0.0009720238,"about_ca_system_score_gemma":0.0016487177,"threshold_uncertainty_score":0.033049762},"labels":[],"label_agreement":null},{"id":"W4319878832","doi":"10.1016/j.engstruct.2023.115754","title":"Seismic response study of a steel lattice transmission tower considering the hysteresis characteristics of bolt joint slippage","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Slippage; Transmission tower; Structural engineering; Joint (building); Hysteresis; Transmission (telecommunications); Tower; Engineering; Seismic loading","score_opus":0.011218571406117765,"score_gpt":0.2144992424097105,"score_spread":0.20328067100359273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319878832","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895728,0.000032621658,0.00805134,0.000038595805,0.0000073684914,0.000005202578,0.00002832746,0.000048125185,0.0022156034],"genre_scores_gemma":[0.9993525,0.000014980187,0.0002634256,0.0000024835867,0.0000018373786,0.0000011989803,0.000012114204,0.0000031878208,0.0003483224],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994814,0.000015262363,0.0000015771392,0.0000082147135,0.000014473353,0.000012345878],"domain_scores_gemma":[0.9997601,0.0001071356,0.000026228005,0.000015499172,0.00006109836,0.000029947836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014036013,0.00029183156,0.0002695611,0.00025113506,0.00022227007,0.00020052693,0.00026396842,0.0004939578,0.0016913506],"category_scores_gemma":[0.00037649518,0.00011506518,0.0003056355,0.00021698738,0.00022678547,0.00020318678,0.00015833428,0.00023738347,0.00012611148],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00082740403,0.0002080489,0.011013143,0.00020472422,0.000107976164,0.0025181377,0.00029577018,0.7176471,0.24910891,0.0012298404,0.00065238576,0.016186591],"study_design_scores_gemma":[0.000009596788,0.0001685866,0.008199418,0.0000050717135,0.000022110524,0.00008959785,0.000116228664,0.9860909,0.005088251,0.00008574317,0.00011589683,0.000008534062],"about_ca_topic_score_codex":0.0038705305,"about_ca_topic_score_gemma":0.0029049637,"teacher_disagreement_score":0.0038705305,"about_ca_system_score_codex":0.00016907234,"about_ca_system_score_gemma":0.00019729241,"threshold_uncertainty_score":0.007695973},"labels":[],"label_agreement":null},{"id":"W4320500442","doi":"10.2139/ssrn.4356294","title":"Feedback Linearization Control for a Class of Transformerless Common-Ground Vsi","year":2023,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Class (philosophy); Control (management); Control theory (sociology); Common ground; Feedback linearization; Linearization; Computer science; Mathematics; Nonlinear system; Physics; Psychology; Social psychology; Artificial intelligence","score_opus":0.006044283325664399,"score_gpt":0.2214928930127703,"score_spread":0.2154486096871059,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320500442","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2714824,0.0009857583,0.693163,0.00041391733,0.0002472042,0.00012462352,0.00014699133,0.00089872984,0.032537352],"genre_scores_gemma":[0.9955005,0.00008840409,0.0026559248,0.000018612829,0.0000146115635,0.0000117470945,0.000020014711,0.0000059926115,0.0016842333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998841,0.000020411671,0.0000070261676,0.000027779148,0.000035629015,0.000024971507],"domain_scores_gemma":[0.99989617,0.000019711852,0.000022611563,0.000012753123,0.0000399896,0.000008787215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022818818,0.0005152188,0.00039788595,0.0002153515,0.00043603728,0.00082474144,0.00063717813,0.00034330215,0.0023231935],"category_scores_gemma":[0.00020388156,0.000101304824,0.00026628713,0.00025547048,0.00039688626,0.00030887296,0.00027705717,0.00037511197,0.00028819428],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001165297,0.0003070089,0.0023202165,0.000889147,0.00020110355,0.00077481,0.0006837987,0.5094053,0.20192802,0.06175052,0.007856013,0.21271873],"study_design_scores_gemma":[0.000045945235,0.00043002778,0.0009256769,0.000019369021,0.00004808769,0.00015475405,0.000059556754,0.98443604,0.007852013,0.0034440826,0.0025674324,0.000016998329],"about_ca_topic_score_codex":0.0024943228,"about_ca_topic_score_gemma":0.003239193,"teacher_disagreement_score":0.0024943228,"about_ca_system_score_codex":0.0003901327,"about_ca_system_score_gemma":0.0002305599,"threshold_uncertainty_score":0.00777179},"labels":[],"label_agreement":null},{"id":"W4323321415","doi":"","title":"Grain Elevators on the Canadian Prairies","year":2022,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Elevator; Geography; Agroforestry; Business; Environmental science; Engineering; Aerospace engineering","score_opus":0.1333498362900951,"score_gpt":0.4599160257181241,"score_spread":0.32656618942802906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323321415","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.049491417,0.0031421708,0.00112714,0.008931033,0.0012466289,0.00014317165,0.0060550356,0.00040533685,0.92945814],"genre_scores_gemma":[0.08350652,0.001608678,0.0014097458,0.0009570239,0.00007647401,0.000022154936,0.0011636333,0.00013651376,0.9111193],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9989716,0.000027057851,0.000008889777,0.0001467543,0.00050593383,0.0003398307],"domain_scores_gemma":[0.9991425,0.000025810103,0.000027678,0.00003880065,0.0004499969,0.00031521142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032024513,0.0004877655,0.00027369455,0.0010311813,0.015438593,0.0032130186,0.00092380005,0.00091007864,0.16961555],"category_scores_gemma":[0.0009321674,0.0004474327,0.00026312715,0.0023959249,0.0018170435,0.00064808846,0.002134757,0.0018721563,0.01664685],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016200042,0.00008816458,0.022805478,0.00019838676,0.000023640136,0.0012469642,0.005983499,0.0005237248,0.004941465,0.031519793,0.72954386,0.20296304],"study_design_scores_gemma":[0.0000056902104,0.000020876045,0.05045921,0.00007850786,0.0000063087195,0.000118409225,0.004030506,0.00010131043,0.00021377743,0.0004049002,0.944528,0.000032522472],"about_ca_topic_score_codex":0.977776,"about_ca_topic_score_gemma":0.99790525,"teacher_disagreement_score":0.16961555,"about_ca_system_score_codex":0.019167032,"about_ca_system_score_gemma":0.040639915,"threshold_uncertainty_score":0.56742054},"labels":[],"label_agreement":null},{"id":"W4327601975","doi":"10.1016/j.apm.2023.03.019","title":"Numerical simulation of stability and responses of dynamic systems under parametric excitation","year":2023,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Parametric statistics; Instability; Floquet theory; Excitation; Stability (learning theory); Mathematics; Mathieu function; Control theory (sociology); Numerical stability; Numerical analysis; Matrix (chemical analysis); Vibration; Mathematical analysis; Applied mathematics; Computer science; Physics; Mechanics; Nonlinear system","score_opus":0.040015402670432264,"score_gpt":0.26649137606816015,"score_spread":0.22647597339772788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4327601975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9248903,0.00015930727,0.045681067,0.00041686156,0.000099914665,0.00009223515,0.00032582704,0.0003680045,0.027966479],"genre_scores_gemma":[0.99672455,0.000025757463,0.0022206632,0.000013075474,0.0000035618443,0.000021898133,0.000039382187,0.00001110654,0.00094000326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997516,0.000069223024,0.0000148184,0.00002589099,0.00008324797,0.000055165834],"domain_scores_gemma":[0.9979988,0.0013865072,0.0001595071,0.00014520655,0.00022031761,0.00008957783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053188315,0.0003222736,0.000530371,0.000535968,0.0006372893,0.00065049005,0.00061558216,0.0013610519,0.004126576],"category_scores_gemma":[0.0034566922,0.0003050725,0.00040184634,0.00039194687,0.0010937857,0.0004919825,0.00061935233,0.00068633596,0.00026732247],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013542513,0.00005658996,0.00055927306,0.000043525546,0.000010327601,0.00008106447,0.00009312702,0.99134916,0.0037864984,0.0018805654,0.00015375033,0.0018507118],"study_design_scores_gemma":[0.000015206512,0.000041869127,0.00028540654,0.0000039329084,0.0000028550237,0.000012719604,0.000025917077,0.99811685,0.0010551104,0.00032078504,0.000114074406,0.000005169918],"about_ca_topic_score_codex":0.0048589115,"about_ca_topic_score_gemma":0.0020032218,"teacher_disagreement_score":0.0048589115,"about_ca_system_score_codex":0.00047368926,"about_ca_system_score_gemma":0.0005348481,"threshold_uncertainty_score":0.013804793},"labels":[],"label_agreement":null},{"id":"W4328115598","doi":"10.1007/s11071-023-08384-z","title":"Experimental investigation of the dynamics of slightly curved cantilevered pipes conveying fluid","year":2023,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Pipeline Research Council International","keywords":"Mechanics; Fluid dynamics; Cantilever; Displacement (psychology); Deformation (meteorology); Materials science; Structural engineering; Engineering; Physics; Composite material","score_opus":0.012176903209098118,"score_gpt":0.22284667604157812,"score_spread":0.21066977283248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4328115598","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99744797,0.00003309096,0.0019338353,0.000018648707,0.000007667667,0.000014131661,0.000052381754,0.000027969618,0.00046439716],"genre_scores_gemma":[0.9979888,0.000037751346,0.001126353,0.000005683502,0.0000054267953,0.000015464073,0.00005512084,0.0000070876495,0.00075818883],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971765,0.00004625127,0.000012148473,0.000055758454,0.00011024183,0.000057876976],"domain_scores_gemma":[0.99919933,0.0003589083,0.00011125737,0.00009766765,0.00017405729,0.000058832837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035214238,0.00042657083,0.00026940388,0.00020319551,0.00058737246,0.0001942663,0.0005203228,0.0006642814,0.0038835725],"category_scores_gemma":[0.001063867,0.0002637126,0.00023357752,0.00018361992,0.00082445855,0.00043496583,0.00050156086,0.00037742488,0.00026775556],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046850016,0.00013184448,0.0012339676,0.00005595322,0.000005219506,0.00013134249,0.00020768771,0.0007275404,0.9945486,0.00015102097,0.000050522194,0.0022876959],"study_design_scores_gemma":[0.00016027602,0.0056140055,0.049023326,0.000024943627,0.00003384174,0.0005182855,0.0005657832,0.023792472,0.91853076,0.00018234875,0.001496829,0.00005713733],"about_ca_topic_score_codex":0.00052093493,"about_ca_topic_score_gemma":0.0005033555,"teacher_disagreement_score":0.0038835725,"about_ca_system_score_codex":0.00015116094,"about_ca_system_score_gemma":0.00020448603,"threshold_uncertainty_score":0.012991846},"labels":[],"label_agreement":null},{"id":"W4361017965","doi":"10.2139/ssrn.4401879","title":"Experimental Investigation of Instantenious Lift on Naca 0018 Airfoil Section Due to a Non-Harmonic Pitching Motion","year":2023,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Airfoil; NACA airfoil; Lift (data mining); Section (typography); Aerodynamic center; Harmonic; Mechanics; Physics; Angle of attack; Aerodynamics; Pitching moment; Computer science; Acoustics; Reynolds number","score_opus":0.0065514276344189005,"score_gpt":0.21810947760915492,"score_spread":0.211558049974736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361017965","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998197,0.00003568064,0.00080318894,0.000021426757,0.000014920488,0.0000077444365,0.00004811448,0.00003206467,0.0008399922],"genre_scores_gemma":[0.999185,0.000019572466,0.00019940644,0.000004923026,0.0000043079795,0.0000050387434,0.000022265313,0.000004581602,0.0005548849],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979,0.000020509258,0.0000063109705,0.000028625778,0.000086437256,0.00006815387],"domain_scores_gemma":[0.9994879,0.0002004998,0.00006619158,0.00007593412,0.00010677862,0.00006269241],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020939518,0.00027121487,0.00033161484,0.00025981883,0.0006359008,0.00019240775,0.00038769006,0.00058529055,0.0049137548],"category_scores_gemma":[0.000547975,0.0001869848,0.0002838977,0.00014409819,0.00062344834,0.00025509155,0.00036394244,0.00039375195,0.00023298897],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018603102,0.0001775785,0.0017435945,0.00012720529,0.000015728388,0.00053978193,0.00035048273,0.0021729534,0.988908,0.00027730002,0.00016848026,0.003658638],"study_design_scores_gemma":[0.00018722055,0.00527846,0.046623692,0.000036980957,0.000059549577,0.00054641254,0.0006587028,0.021428538,0.92371196,0.00019205833,0.0012300404,0.00004642806],"about_ca_topic_score_codex":0.0006085435,"about_ca_topic_score_gemma":0.0005983987,"teacher_disagreement_score":0.0049137548,"about_ca_system_score_codex":0.00016714356,"about_ca_system_score_gemma":0.00014979784,"threshold_uncertainty_score":0.016438127},"labels":[],"label_agreement":null},{"id":"W4361846758","doi":"10.2139/ssrn.4405517","title":"A 3d Frequency Domain Finite Element Formulation for Solving the Wave Equation in the Presence of Rotating Obstacles","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Finite element method; Frequency domain; Domain (mathematical analysis); Mathematical analysis; Wave equation; Element (criminal law); Physics; Mathematics; Acoustics; Applied mathematics; Classical mechanics; Thermodynamics; Political science","score_opus":0.025411894656412626,"score_gpt":0.254481193171017,"score_spread":0.22906929851460434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361846758","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008781675,0.000121235425,0.9850434,0.00016113401,0.00006171348,0.000043289994,0.00012450616,0.000118581615,0.005544476],"genre_scores_gemma":[0.24820937,0.0007064566,0.7319229,0.00029616256,0.00008959892,0.0004015851,0.00052447204,0.00026206463,0.017587373],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998784,0.000027008105,0.0000065375266,0.000014495314,0.00006310406,0.000010459988],"domain_scores_gemma":[0.99980956,0.000087905646,0.000018673261,0.000016069625,0.000054173575,0.000013577664],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028287183,0.00046987258,0.0004961681,0.00038344,0.0002730846,0.00071112154,0.00085104484,0.0016781354,0.0043573356],"category_scores_gemma":[0.00070122856,0.00041569187,0.00054730603,0.00035231802,0.00042768792,0.00056409376,0.0008195138,0.0008036638,0.0010968283],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005636852,0.00007203314,0.00056831463,0.00017221122,0.000026817557,0.00024510905,0.00015317368,0.9102424,0.018962014,0.034285627,0.0017220794,0.033493895],"study_design_scores_gemma":[0.000005734326,0.000014422268,0.00007260882,0.000011328472,0.0000031549366,0.000037540427,0.000026292482,0.9953284,0.0005970699,0.0020018346,0.0018953964,0.000006213698],"about_ca_topic_score_codex":0.0022171247,"about_ca_topic_score_gemma":0.0027547665,"teacher_disagreement_score":0.0043573356,"about_ca_system_score_codex":0.00022113473,"about_ca_system_score_gemma":0.00068896817,"threshold_uncertainty_score":0.014576733},"labels":[],"label_agreement":null},{"id":"W4365505912","doi":"10.1016/j.jfluidstructs.2023.103889","title":"Dynamics of a hanging fluid-discharging pipe subjected to reverse external flow: An experimental investigation","year":2023,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mechanics; Cantilever; Displacement (psychology); Tube (container); Flow (mathematics); Fluid dynamics; Fluid–structure interaction; Pipe flow; Dynamics (music); Inlet; Materials science; Structural engineering; Engineering; Physics; Mechanical engineering; Turbulence; Acoustics","score_opus":0.008828454252031288,"score_gpt":0.2367186379053565,"score_spread":0.2278901836533252,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4365505912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99798584,0.000018640443,0.0013430658,0.000019867757,0.000008314862,0.00001627049,0.00005748652,0.000029304845,0.000521228],"genre_scores_gemma":[0.9988223,0.000025814137,0.0005399767,0.0000053681833,0.0000040160044,0.000009866033,0.000040280505,0.000006341526,0.000546087],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998615,0.000022221122,0.000006640644,0.000032218635,0.000049392183,0.00002808552],"domain_scores_gemma":[0.999666,0.00016043163,0.000036242316,0.000052069827,0.000042791868,0.000042483563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026212784,0.00026168884,0.000416102,0.00019656032,0.0005363298,0.00023919855,0.0004907872,0.00062500767,0.0024524436],"category_scores_gemma":[0.00055222097,0.00019257938,0.00030223944,0.00015452919,0.00089049956,0.0004351653,0.000495398,0.00043382437,0.00020794553],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013191628,0.0003596135,0.0036709656,0.00016637535,0.000015557267,0.00091598387,0.00062134187,0.005424443,0.98103553,0.00045433268,0.00016857752,0.0058480944],"study_design_scores_gemma":[0.00042901855,0.011172721,0.08172203,0.0000662527,0.0001282554,0.0011996112,0.0015435149,0.1546929,0.7455141,0.00065939396,0.0027433776,0.00012887827],"about_ca_topic_score_codex":0.0005415879,"about_ca_topic_score_gemma":0.000357437,"teacher_disagreement_score":0.0024524436,"about_ca_system_score_codex":0.00011340998,"about_ca_system_score_gemma":0.00022043836,"threshold_uncertainty_score":0.008204222},"labels":[],"label_agreement":null},{"id":"W4366150268","doi":"10.2139/ssrn.4421799","title":"A Refined Energy Ratio Method Based on Ultrasonic Echoes for Measuring Short Bolt Axial Stress","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Ultrasonic sensor; Acoustics; Stress (linguistics); Energy (signal processing); Structural engineering; Materials science; Engineering; Physics; Mathematics; Statistics","score_opus":0.018508364872825974,"score_gpt":0.25856475349043984,"score_spread":0.24005638861761386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366150268","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.042225283,0.00085310184,0.9551629,0.000031166222,0.00006824664,0.0000560616,0.00008208535,0.0005801363,0.0009411286],"genre_scores_gemma":[0.39339232,0.0009009989,0.60195774,0.00006520294,0.000081942475,0.00011050354,0.00018669655,0.0001928014,0.0031117904],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99910504,0.00017665808,0.000049185237,0.00021339435,0.0004104295,0.00004529497],"domain_scores_gemma":[0.99908733,0.0003272065,0.00011068984,0.00016745944,0.00027517127,0.000032238793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060362683,0.0009655686,0.00088838505,0.001739549,0.0001846148,0.0007295788,0.0011350936,0.00096384156,0.0017735013],"category_scores_gemma":[0.0015707526,0.00048743273,0.00048111766,0.0011493043,0.0004918149,0.0014096575,0.00069077977,0.0007345942,0.0009024871],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026293803,0.00009101197,0.0014690394,0.00024272126,0.00007972033,0.00012403446,0.00009876628,0.010677786,0.78730816,0.002226243,0.00027338217,0.19714624],"study_design_scores_gemma":[0.00006820888,0.00087620155,0.01437798,0.000050641473,0.0002405713,0.0012729898,0.000117426025,0.5250436,0.44879612,0.0034116101,0.005492521,0.0002520365],"about_ca_topic_score_codex":0.00049779273,"about_ca_topic_score_gemma":0.00065960706,"teacher_disagreement_score":0.0017735013,"about_ca_system_score_codex":0.00022685251,"about_ca_system_score_gemma":0.00028945683,"threshold_uncertainty_score":0.0059329867},"labels":[],"label_agreement":null},{"id":"W4367186665","doi":"10.1016/j.dib.2023.109175","title":"Experimental vibration data collected for a belt drive system under different operating conditions","year":2023,"lang":"en","type":"article","venue":"Data in Brief","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; SIGNAL (programming language); Operating speed; Automotive engineering; Computer science; Anomaly (physics); Structural engineering; Engineering; Acoustics; Physics","score_opus":0.045315161017266646,"score_gpt":0.29833703712698584,"score_spread":0.2530218761097192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367186665","genre_codex":"empirical","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9817238,0.00011677662,0.00973645,0.00009621644,0.00008689448,0.00015479274,0.005803753,0.000562278,0.0017190813],"genre_scores_gemma":[0.98591715,0.00009214117,0.005889089,0.000044021883,0.000018905428,0.0001652228,0.0068189944,0.000037440175,0.0010170233],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99944633,0.000044152737,0.000054475357,0.00012832285,0.00025943396,0.00006737588],"domain_scores_gemma":[0.9989139,0.00029524128,0.00009243676,0.00014044873,0.0004864903,0.00007158849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035784717,0.00048008026,0.00039198925,0.0007354225,0.00039314397,0.00025146402,0.00034120004,0.0005084404,0.0021989902],"category_scores_gemma":[0.0013801294,0.00012608575,0.00028883875,0.00051988557,0.00031342154,0.00032469886,0.00031701577,0.0003958366,0.00047800897],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004237091,0.0039847693,0.09401924,0.0023067784,0.00029099433,0.0012301251,0.001436876,0.03929351,0.636844,0.0009118818,0.017645314,0.19779944],"study_design_scores_gemma":[0.00026771726,0.007947342,0.60987985,0.00019027732,0.00018192353,0.0011678687,0.001882869,0.09047131,0.2706453,0.0010718161,0.016066283,0.000227476],"about_ca_topic_score_codex":0.0010512968,"about_ca_topic_score_gemma":0.0028297633,"teacher_disagreement_score":0.0021989902,"about_ca_system_score_codex":0.00016950043,"about_ca_system_score_gemma":0.00024707287,"threshold_uncertainty_score":0.0073563457},"labels":[],"label_agreement":null},{"id":"W4367627784","doi":"10.3390/sym15051004","title":"Fluctuating Flexoelectric Membranes in Asymmetric Viscoelastic Media: Power Spectrum through Mechanical Network and Transfer Function Models","year":2023,"lang":"en","type":"article","venue":"Symmetry","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Dirección General de Asuntos del Personal Académico, Universidad Nacional Autónoma de México; Universidad Nacional Autónoma de México; Compute Canada; Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Viscoelasticity; Rheology; Mechanics; Asymmetry; Rigidity (electromagnetism); Materials science; Work (physics); Elasticity (physics); Flow (mathematics); Membrane; Classical mechanics; Physics; Composite material; Thermodynamics; Chemistry","score_opus":0.0103513729353163,"score_gpt":0.20631707156567966,"score_spread":0.19596569863036337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367627784","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07255219,0.00069937407,0.9116615,0.00027030314,0.000033966895,0.000037108864,0.00008442013,0.00014460187,0.014516571],"genre_scores_gemma":[0.94925594,0.0011976799,0.032553222,0.00009631658,0.000069205526,0.000112096015,0.000094440315,0.00012284282,0.016498229],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987185,0.00005526072,0.0000037185714,0.000020765146,0.00003346373,0.000014943571],"domain_scores_gemma":[0.99966836,0.00018055618,0.00005760101,0.000033727425,0.000038609287,0.000021194555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046042504,0.00076546473,0.00039072675,0.0006477309,0.00025298868,0.00077029865,0.000777373,0.00093220506,0.002309239],"category_scores_gemma":[0.0010702596,0.00026881223,0.00051775516,0.00041082368,0.0008331541,0.0016480153,0.00046622302,0.0006717888,0.00051421253],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059597314,0.00010214181,0.00047670509,0.00012208823,0.00003526252,0.00027886612,0.00022874001,0.62363183,0.019619484,0.339851,0.00096169405,0.014632547],"study_design_scores_gemma":[0.0000013608468,0.000004185608,0.00005222272,0.0000027856538,0.0000016282204,0.00001530839,0.000006116443,0.9876459,0.00021872773,0.01188268,0.00016514373,0.0000039399347],"about_ca_topic_score_codex":0.0011993068,"about_ca_topic_score_gemma":0.0008635227,"teacher_disagreement_score":0.002309239,"about_ca_system_score_codex":0.00051488227,"about_ca_system_score_gemma":0.000213634,"threshold_uncertainty_score":0.007725179},"labels":[],"label_agreement":null},{"id":"W4376851282","doi":"10.2139/ssrn.4450408","title":"Three-Dimensional Nonlinear Dynamics of Imperfectly Supported Pipes Conveying Fluid","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Nonlinear system; Dynamics (music); Mechanics; Environmental science; Control theory (sociology); Geology; Computer science; Physics","score_opus":0.009033166474106883,"score_gpt":0.22743100401165073,"score_spread":0.21839783753754385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376851282","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9379578,0.0002200142,0.04807336,0.000631108,0.00006770199,0.000030482373,0.00022529464,0.00018296142,0.012611337],"genre_scores_gemma":[0.9951426,0.00009277437,0.0012878112,0.000020841839,0.000013555966,0.000010002551,0.00004908608,0.00001778155,0.0033656147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988186,0.000023162489,0.0000054746974,0.000022091961,0.00004485569,0.00002260626],"domain_scores_gemma":[0.99967575,0.000118400654,0.00007660262,0.0000228951,0.00004678794,0.00005950522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019118433,0.00041652092,0.0004334131,0.00043210763,0.0004866848,0.0011806295,0.0005947644,0.0012694581,0.0031239975],"category_scores_gemma":[0.0011069947,0.00030122054,0.00034084584,0.00037611584,0.0018201277,0.0010427744,0.0010185644,0.00069310196,0.00027776547],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027561988,0.00008919611,0.0030750348,0.00007597053,0.000028472108,0.0007803747,0.0003766706,0.9518033,0.020541066,0.017011188,0.0005599721,0.0053831274],"study_design_scores_gemma":[0.000012290549,0.000040787258,0.0022133668,0.000004736152,0.000004121045,0.000049612794,0.00007233842,0.9946024,0.0006037019,0.002208116,0.00016738204,0.000021074782],"about_ca_topic_score_codex":0.0065719686,"about_ca_topic_score_gemma":0.0024246064,"teacher_disagreement_score":0.0065719686,"about_ca_system_score_codex":0.0004743804,"about_ca_system_score_gemma":0.0005711651,"threshold_uncertainty_score":0.013067424},"labels":[],"label_agreement":null},{"id":"W4377990352","doi":"10.1016/j.jsv.2023.117817","title":"Experiments on the dynamics of aspirating cantilevered pipes concurrently subjected to reverse external axial flow","year":2023,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Annulus (botany); Mechanics; Instability; Casing; Flutter; Flow (mathematics); Cantilever; Bifurcation; Plug flow; Amplitude; Materials science; Pipe flow; Inlet; Physics; Aerodynamics; Geology; Turbulence; Composite material; Optics","score_opus":0.020395893512649674,"score_gpt":0.2536034415655647,"score_spread":0.23320754805291502,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377990352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99869007,0.000023100773,0.0009381994,0.000016015209,0.000009098236,0.000013424667,0.000023275561,0.000016423855,0.00027050936],"genre_scores_gemma":[0.9985588,0.000032984568,0.0007328779,0.000010152644,0.000004691664,0.000014363145,0.00002622536,0.000006626606,0.00061332923],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997429,0.000033056105,0.000013582431,0.000054272507,0.00009002169,0.000066122324],"domain_scores_gemma":[0.9992785,0.00038642032,0.00007846074,0.00005871967,0.000117309326,0.00008051156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004133839,0.0003597133,0.0005407935,0.0001789824,0.00059886,0.00030567954,0.0004854676,0.0006098979,0.0029308244],"category_scores_gemma":[0.001069131,0.00030166254,0.0003281419,0.00014421104,0.00078835903,0.00041341656,0.00057935214,0.00054862275,0.00023282199],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008272596,0.00005624898,0.00053031783,0.000034753048,0.0000053984368,0.00012160282,0.00022809577,0.0006796599,0.9962735,0.000060545513,0.000020243146,0.0011623541],"study_design_scores_gemma":[0.00015896905,0.0049662674,0.022412855,0.000021714832,0.000047529167,0.00016732597,0.00050706166,0.018596793,0.95230985,0.00012624466,0.0006456866,0.00003968818],"about_ca_topic_score_codex":0.00087220885,"about_ca_topic_score_gemma":0.00092375785,"teacher_disagreement_score":0.0029308244,"about_ca_system_score_codex":0.00017325842,"about_ca_system_score_gemma":0.0003156869,"threshold_uncertainty_score":0.009804547},"labels":[],"label_agreement":null},{"id":"W4379052262","doi":"10.5267/j.esm.2023.5.008","title":"Calculation method for elastic parabolic cable subjected to uniformly distributed load on each segment and concentrated load at many points","year":2023,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Deflection (physics); Structural engineering; Horizontal and vertical; Mathematical analysis; Geometry; Mathematics; Computer science; Physics; Engineering; Classical mechanics","score_opus":0.008386870129093974,"score_gpt":0.24131486708069727,"score_spread":0.2329279969516033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379052262","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011481343,0.00011687834,0.9826717,0.000047438745,0.000034286488,0.00006390652,0.00006130721,0.00022766362,0.005295504],"genre_scores_gemma":[0.33565578,0.0009811467,0.6364374,0.00007504816,0.000058073638,0.0005525844,0.00025843893,0.00039708236,0.025584491],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998161,0.000029149878,0.000010439197,0.000028821565,0.00010194091,0.000013511063],"domain_scores_gemma":[0.9998294,0.000049121107,0.00001441237,0.00001983669,0.000078333476,0.000008901145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002854311,0.00043178088,0.0005027319,0.00085478736,0.00072939036,0.0004248255,0.0010034828,0.00061174884,0.006857868],"category_scores_gemma":[0.0005470878,0.00028733636,0.00057477655,0.0006399049,0.00037983872,0.0006414045,0.0006000492,0.0005684529,0.0010924819],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009158638,0.00011144207,0.0033508718,0.00090361875,0.00008254995,0.001154412,0.0009399577,0.5234151,0.07868231,0.14956284,0.0057909116,0.2359144],"study_design_scores_gemma":[0.000014676028,0.000040902152,0.00048744344,0.000024129991,0.00001764415,0.00026002075,0.00007635569,0.98062116,0.0052655768,0.0069406815,0.0062296647,0.000021861819],"about_ca_topic_score_codex":0.003661476,"about_ca_topic_score_gemma":0.004221471,"teacher_disagreement_score":0.006857868,"about_ca_system_score_codex":0.00050311734,"about_ca_system_score_gemma":0.0009680995,"threshold_uncertainty_score":0.022941887},"labels":[],"label_agreement":null},{"id":"W4380153503","doi":"10.1007/978-981-19-8578-2_19","title":"Flow-Excited Instability in Thin Structure Aeroelasticity","year":2023,"lang":"en","type":"book-chapter","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Vortex shedding; Reynolds number; Mechanics; Instability; Aeroelasticity; Physics; Fluid–structure interaction; Vortex-induced vibration; Vortex; Vibration; Classical mechanics; Aerodynamics; Turbulence; Acoustics; Finite element method","score_opus":0.009907854812103658,"score_gpt":0.19337371674938245,"score_spread":0.1834658619372788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380153503","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018741474,0.027025273,0.12986754,0.0014709516,0.0032638095,0.000053274358,0.00014279886,0.0003782049,0.8190567],"genre_scores_gemma":[0.0879002,0.015144308,0.0133099705,0.00034197143,0.0012217247,0.000051021016,0.00014571077,0.0002509724,0.88163406],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9999621,0.000004920187,0.0000013916487,0.0000047766375,0.000023277618,0.0000035257685],"domain_scores_gemma":[0.9999629,0.000018394961,0.0000024777132,0.0000038317685,0.00000914233,0.0000031582304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006423354,0.00039753623,0.00029691294,0.00043876126,0.00034073324,0.00088269886,0.00042526168,0.00046387262,0.008498846],"category_scores_gemma":[0.00022142379,0.00021396221,0.00022694444,0.00034808138,0.00054883247,0.0007046826,0.00051982515,0.0008536869,0.0023632024],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022830363,0.00004545442,0.00010323287,0.0002561071,0.000011261138,0.00030232096,0.00035839484,0.018761715,0.01419971,0.7712631,0.054681655,0.13999423],"study_design_scores_gemma":[0.000009180235,0.000056136734,0.0007905044,0.00022390691,0.000012517655,0.00055551424,0.00019400254,0.05368822,0.007004486,0.6164769,0.32095987,0.000028843357],"about_ca_topic_score_codex":0.0005448605,"about_ca_topic_score_gemma":0.0008873347,"teacher_disagreement_score":0.008498846,"about_ca_system_score_codex":0.00029374033,"about_ca_system_score_gemma":0.00015912662,"threshold_uncertainty_score":0.028431475},"labels":[],"label_agreement":null},{"id":"W4380450978","doi":"10.52202/069179-0356","title":"FINITE ELEMENT ANALYSIS OF GLULAM BEAMS WITH TRANSVERSE AND LONGITUDINAL NOTCHES","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Finite element method; Transverse plane; Structural engineering; Physics; Engineering","score_opus":0.010971555791251567,"score_gpt":0.20939346245394597,"score_spread":0.1984219066626944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380450978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6078142,0.0003137931,0.3716834,0.00027993746,0.000055767854,0.00005968474,0.00017024504,0.00025977558,0.019363277],"genre_scores_gemma":[0.97437006,0.0000948153,0.020080177,0.000040387877,0.0000065284066,0.000053870506,0.00006545941,0.00003060948,0.0052581737],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998178,0.000059620244,0.00000717004,0.00001620953,0.00007075962,0.000028405912],"domain_scores_gemma":[0.999605,0.0002094036,0.000033242188,0.000037277878,0.00009380339,0.0000213314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004898793,0.00033111728,0.0005024672,0.00050738745,0.00041455848,0.00056710804,0.0006689242,0.001064808,0.0026085267],"category_scores_gemma":[0.00093637744,0.0003447978,0.00035882537,0.00031810327,0.0005882717,0.0004215781,0.00046507845,0.0003340247,0.0003786179],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016361666,0.00008720355,0.0023513918,0.00007119784,0.00003111673,0.00012924343,0.0002288544,0.95195335,0.023219394,0.008155078,0.00030919118,0.013300355],"study_design_scores_gemma":[0.000004581286,0.000026833886,0.0004538755,0.0000072197495,0.0000036079455,0.000013943638,0.000054817083,0.9967129,0.001993379,0.00039065495,0.0003328087,0.000005321997],"about_ca_topic_score_codex":0.0038276005,"about_ca_topic_score_gemma":0.0039092605,"teacher_disagreement_score":0.0038276005,"about_ca_system_score_codex":0.0004428654,"about_ca_system_score_gemma":0.0006157547,"threshold_uncertainty_score":0.008726418},"labels":[],"label_agreement":null},{"id":"W4381684112","doi":"10.11159/ffhmt23.172","title":"Numerical Study Of Transverse Pitch Effect On Pressure Loss In An Inline Array Of Elliptical Pins","year":2023,"lang":"en","type":"article","venue":"Proceedings of the ... International Conference on Fluid Flow, Heat and Mass Transfer","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Transverse plane; Materials science; Acoustics; Mechanics; Physics; Engineering; Structural engineering","score_opus":0.015899053482947786,"score_gpt":0.24938867281900792,"score_spread":0.23348961933606013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381684112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97235596,0.00020073439,0.020658424,0.00013136715,0.000042262007,0.000025049394,0.00013129375,0.0001827831,0.0062721455],"genre_scores_gemma":[0.99419,0.00005091101,0.0050120326,0.000010348912,0.000003160074,0.000013471047,0.000020461124,0.000009676744,0.0006899729],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998522,0.000028957276,0.000007126567,0.000031147312,0.000039085895,0.000041412823],"domain_scores_gemma":[0.9991116,0.0005255533,0.000149748,0.000049269405,0.00011986112,0.000044015713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036921425,0.00032911944,0.000483755,0.00030872927,0.00043115718,0.0005902149,0.0005114906,0.000798227,0.001500632],"category_scores_gemma":[0.0011079884,0.00024322102,0.00027995036,0.00039386703,0.00069515855,0.0004569915,0.00036050068,0.0002821774,0.00011923123],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028110412,0.00012365486,0.005232265,0.0001918487,0.000031648593,0.0005703386,0.0002346398,0.940959,0.043833014,0.0016525047,0.00041922956,0.0064707925],"study_design_scores_gemma":[0.00001745678,0.00013288368,0.0011194188,0.000008532083,0.000009939595,0.00004466115,0.00006394663,0.99244654,0.0058500194,0.000112570495,0.00018248887,0.000011610549],"about_ca_topic_score_codex":0.0035885558,"about_ca_topic_score_gemma":0.0022503512,"teacher_disagreement_score":0.0035885558,"about_ca_system_score_codex":0.00042676955,"about_ca_system_score_gemma":0.00045271293,"threshold_uncertainty_score":0.0071353316},"labels":[],"label_agreement":null},{"id":"W4382541030","doi":"10.18280/mmep.100329","title":"Pseudospectral Method for Free Vibration Analysis of Vertically Standing Plates","year":2023,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Acoustics; Materials science; Physics","score_opus":0.021014020549166883,"score_gpt":0.2365810048179987,"score_spread":0.21556698426883183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382541030","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010468134,0.00016652129,0.987412,0.00003119124,0.000023395627,0.000016070888,0.000016887565,0.000077256875,0.0017885303],"genre_scores_gemma":[0.46771455,0.00085808994,0.5237679,0.00006195104,0.00006635856,0.00017444597,0.00012597411,0.00008601985,0.0071447645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999851,0.000035674653,0.0000047140347,0.000014388935,0.00008710273,0.00000706182],"domain_scores_gemma":[0.9997887,0.00010810373,0.000023949427,0.000021585887,0.00004970048,0.000008025152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022621578,0.00045423495,0.00020658333,0.00040806254,0.00023275916,0.00034307537,0.00040276657,0.00048220786,0.0019856072],"category_scores_gemma":[0.0005694168,0.00015244326,0.00036515237,0.00028127065,0.0004299464,0.0005771044,0.00039095496,0.00041982275,0.0005201108],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014135709,0.00011620655,0.0010348698,0.00045634844,0.000049251757,0.00029504366,0.00025380548,0.47827768,0.20997651,0.10109557,0.0017365608,0.2065668],"study_design_scores_gemma":[0.0000031771576,0.000027446507,0.00018916394,0.0000085291695,0.0000023753164,0.000062631974,0.00001461993,0.9922071,0.0030144223,0.0034255304,0.0010371737,0.000007744191],"about_ca_topic_score_codex":0.00068795733,"about_ca_topic_score_gemma":0.00073009037,"teacher_disagreement_score":0.0019856072,"about_ca_system_score_codex":0.00012971937,"about_ca_system_score_gemma":0.00040552547,"threshold_uncertainty_score":0.0066425204},"labels":[],"label_agreement":null},{"id":"W4384343574","doi":"10.1016/j.ijnonlinmec.2023.104484","title":"Investigation of nonlinear control of galloping with a linear beam with elastic boundary conditions","year":2023,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Association Instituts Carnot","keywords":"Nonlinear system; Physics; Beam (structure); Instability; Mechanics; Boundary value problem; Control theory (sociology); Classical mechanics; Optics; Computer science","score_opus":0.010737103605974449,"score_gpt":0.2424068291326672,"score_spread":0.23166972552669274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384343574","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8964342,0.00023386808,0.08752806,0.00013973346,0.00003783496,0.00008830631,0.000027476553,0.00010095011,0.015409577],"genre_scores_gemma":[0.997718,0.000032085427,0.0009515111,0.0000064740616,0.0000022225763,0.0000108798295,0.0000048583324,0.0000055950163,0.0012683796],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998833,0.0000295725,0.000004733369,0.000018593531,0.000033230557,0.00003048904],"domain_scores_gemma":[0.9996207,0.00022857201,0.000044320088,0.000021354224,0.00006608928,0.000018919409],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038607998,0.000399527,0.0004827517,0.00032138015,0.00036782792,0.0007405801,0.0003739234,0.00054234004,0.001743934],"category_scores_gemma":[0.0008848011,0.00015817689,0.00027260804,0.00013277477,0.00061399717,0.00026493613,0.0005280418,0.0002123473,0.00010267103],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019800682,0.00031571786,0.0047118217,0.000827863,0.00014484934,0.0013273546,0.0010511731,0.49696144,0.4377646,0.015684066,0.0006728669,0.038558032],"study_design_scores_gemma":[0.000022168684,0.0002897971,0.0019703028,0.00001427305,0.000021435992,0.000033781744,0.00010062213,0.9830905,0.013538484,0.00058580894,0.0003217741,0.000011007899],"about_ca_topic_score_codex":0.0036483486,"about_ca_topic_score_gemma":0.0021988552,"teacher_disagreement_score":0.0036483486,"about_ca_system_score_codex":0.00022545524,"about_ca_system_score_gemma":0.00032232798,"threshold_uncertainty_score":0.0072541833},"labels":[],"label_agreement":null},{"id":"W4385281180","doi":"10.1016/j.jfluidstructs.2023.103951","title":"The dynamics of imperfectly supported hanging pipes conveying fluid: An experimental study","year":2023,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Cantilever; Clamping; Structural engineering; Tube (container); Deformation (meteorology); Instability; Mechanics; Rotation (mathematics); Materials science; Engineering; Composite material; Mechanical engineering; Physics; Geometry; Mathematics","score_opus":0.008446055396442843,"score_gpt":0.25356914871079056,"score_spread":0.24512309331434773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385281180","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99906355,0.000013117476,0.00073534955,0.0000059102376,0.0000036652168,0.000005605886,0.000022869952,0.000012856451,0.00013709886],"genre_scores_gemma":[0.9989405,0.000027715878,0.00063682836,0.0000019465242,0.00000376319,0.000008931028,0.000035698773,0.000004657372,0.00033990407],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976856,0.0000344729,0.000013840138,0.00004529308,0.00009098698,0.000046883815],"domain_scores_gemma":[0.9990482,0.00046840718,0.0001345795,0.00015269648,0.00013182202,0.000064287095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003452746,0.00037711338,0.00037179937,0.00025985995,0.0005367926,0.00027163018,0.0007119417,0.00057257246,0.0022644987],"category_scores_gemma":[0.0011663262,0.00029278296,0.00025406724,0.00021465123,0.0010868878,0.00062650105,0.00062264845,0.00043068067,0.00019959701],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011640164,0.0006409896,0.00350365,0.000115285504,0.00001264359,0.00035403212,0.0006353321,0.0059705703,0.9813162,0.00044886765,0.000100561956,0.005737919],"study_design_scores_gemma":[0.0003469728,0.012456678,0.050180014,0.00003684674,0.00008328705,0.00057871285,0.0011290774,0.13365923,0.79978466,0.0003752934,0.0012796997,0.00008946686],"about_ca_topic_score_codex":0.0006662462,"about_ca_topic_score_gemma":0.00052570587,"teacher_disagreement_score":0.0022644987,"about_ca_system_score_codex":0.00013959961,"about_ca_system_score_gemma":0.00027739338,"threshold_uncertainty_score":0.007575512},"labels":[],"label_agreement":null},{"id":"W4385619572","doi":"10.5267/j.esm.2023.8.001","title":"Vibration of cylindrical shells: Design criteria for transition from shell modes to beam modes","year":2023,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Shell (structure); Beam (structure); Vibration; Boundary value problem; Rotary inertia; Finite element method; Inertia; Mechanics; Physics; Materials science; Classical mechanics; Optics; Acoustics; Composite material; Thermodynamics","score_opus":0.021329006065205283,"score_gpt":0.24716218159500938,"score_spread":0.2258331755298041,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385619572","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39425132,0.00042479034,0.5858995,0.000113590824,0.00002550686,0.00014081117,0.00010143911,0.00028695114,0.01875617],"genre_scores_gemma":[0.962913,0.00014875119,0.03502585,0.000021410706,0.00000989473,0.0001300858,0.000056208748,0.00003937468,0.0016554778],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997569,0.00005235281,0.000014663502,0.00004692008,0.00009319503,0.000035989488],"domain_scores_gemma":[0.99966455,0.00012130468,0.000095604475,0.000030144973,0.00005765421,0.00003071421],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045227254,0.0005136423,0.00025872866,0.00041347297,0.00021446281,0.0004654091,0.00035052045,0.0005026234,0.001780343],"category_scores_gemma":[0.0016643662,0.00023511473,0.00024801955,0.0001701514,0.00081496744,0.00028797702,0.00047133112,0.00018293542,0.0003087178],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005377925,0.000100429694,0.005074578,0.0004428553,0.000018183448,0.00065200054,0.000832584,0.16210073,0.6659361,0.09680391,0.0012380609,0.06626285],"study_design_scores_gemma":[0.00011115512,0.0008019389,0.0083928695,0.00012179487,0.000027991666,0.00081091456,0.0003604556,0.9006074,0.065939024,0.017116211,0.005637813,0.00007244634],"about_ca_topic_score_codex":0.0004802219,"about_ca_topic_score_gemma":0.00061696337,"teacher_disagreement_score":0.001780343,"about_ca_system_score_codex":0.00020923153,"about_ca_system_score_gemma":0.00028164068,"threshold_uncertainty_score":0.0059558153},"labels":[],"label_agreement":null},{"id":"W4385631496","doi":"10.2749/istanbul.2023.0033","title":"Nonlinear Analysis of Cable-Supported Bridges Using an Open-source Finite Element Software","year":2023,"lang":"en","type":"article","venue":"Report","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Nonlinear system; Finite element method; Structural engineering; Modal analysis; Software; Coupling (piping); Vibration; Bridge (graph theory); Engineering; Computer science; Mechanical engineering; Physics; Acoustics","score_opus":0.03286374511091011,"score_gpt":0.2923528951072962,"score_spread":0.25948914999638606,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385631496","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.043138865,0.00006657956,0.9440259,0.00006792627,0.000039623083,0.000106212974,0.0005352949,0.005043495,0.0069761905],"genre_scores_gemma":[0.33232743,0.00026445618,0.6511771,0.00005697618,0.000018756042,0.0006530819,0.0027411298,0.0017789172,0.01098219],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997031,0.000035844037,0.000024286712,0.000040692375,0.00017470747,0.000021271044],"domain_scores_gemma":[0.9994286,0.00025583632,0.00003435912,0.00007203969,0.00019426654,0.000014860305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000684157,0.00069928553,0.00041110185,0.00063852075,0.000373498,0.0005700048,0.0012782795,0.0007066611,0.0077630184],"category_scores_gemma":[0.0011402306,0.0003214574,0.0007192817,0.00034353786,0.0004068298,0.00057617226,0.000768375,0.00076496054,0.0013208337],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016021219,0.00030253068,0.004313908,0.00073302974,0.000079845675,0.00040680362,0.00092156813,0.63737994,0.14314805,0.021146184,0.0052541406,0.18615378],"study_design_scores_gemma":[0.000018641154,0.000050981987,0.00094005663,0.000046443005,0.000011863273,0.00010400493,0.000054552584,0.960903,0.024827683,0.0016123677,0.011406619,0.000023737739],"about_ca_topic_score_codex":0.0029511745,"about_ca_topic_score_gemma":0.0040550833,"teacher_disagreement_score":0.0077630184,"about_ca_system_score_codex":0.00038954386,"about_ca_system_score_gemma":0.0009934779,"threshold_uncertainty_score":0.025969923},"labels":[],"label_agreement":null},{"id":"W4385707811","doi":"10.1016/j.ohx.2023.e00460","title":"Easy to build, modular and large scale pipe conveying fluid experimental setup","year":2023,"lang":"en","type":"article","venue":"HardwareX","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec; Polytechnique Montréal","keywords":"Modular design; Computer science; Process (computing); Pipeline transport; Mechanical engineering; Scale (ratio); Fluid dynamics; Computational fluid dynamics; Fluid mechanics; Marine engineering; Engineering; Aerospace engineering; Mechanics; Physics","score_opus":0.008134899784599274,"score_gpt":0.2290990585469992,"score_spread":0.22096415876239991,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385707811","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23835488,0.0005016699,0.7135558,0.00046621886,0.00050044706,0.00809238,0.0073887645,0.016381241,0.01475848],"genre_scores_gemma":[0.53000903,0.0006155894,0.438203,0.00031629045,0.0001501969,0.010568189,0.0054597915,0.0008334272,0.013844462],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991411,0.00007255987,0.000048421298,0.0001630576,0.00044695212,0.00012781864],"domain_scores_gemma":[0.9991129,0.00014506065,0.00008699353,0.00024108429,0.0002279386,0.0001859758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011437574,0.0009962474,0.0006426705,0.0010375733,0.00092795375,0.0004479034,0.0012507645,0.0008202337,0.009830677],"category_scores_gemma":[0.0015032343,0.00044112277,0.00038517138,0.00046108934,0.0007449988,0.0008393951,0.001261169,0.001245511,0.0026190546],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00097381766,0.0008317347,0.0048695575,0.0013030579,0.000031470085,0.0008311646,0.00034017852,0.010982967,0.9010836,0.007221545,0.010944616,0.060586344],"study_design_scores_gemma":[0.0006962932,0.009536475,0.033449903,0.0002595575,0.00011035477,0.0013409959,0.00052098004,0.040581286,0.73110473,0.0046689617,0.17741175,0.0003187133],"about_ca_topic_score_codex":0.0010004711,"about_ca_topic_score_gemma":0.0013837045,"teacher_disagreement_score":0.009830677,"about_ca_system_score_codex":0.00046164394,"about_ca_system_score_gemma":0.0018190044,"threshold_uncertainty_score":0.032886922},"labels":[],"label_agreement":null},{"id":"W4385933599","doi":"10.1016/j.jsv.2023.118001","title":"Dynamics of a confined pipe aspirating fluid concurrently subjected to external axial flow: Experiments on confinement length effects","year":2023,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Annulus (botany); Casing; Plug flow; Mechanics; Tube (container); Pipe flow; Fluid dynamics; Materials science; Flow (mathematics); Flow velocity; Geotechnical engineering; Geology; Turbulence; Engineering; Composite material; Physics; Mechanical engineering","score_opus":0.012239245916087056,"score_gpt":0.25270550638380707,"score_spread":0.24046626046772002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385933599","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999226,0.00002304806,0.00045887846,0.000010918138,0.0000041170824,0.00000684783,0.000016450747,0.000013330088,0.00024042273],"genre_scores_gemma":[0.9993249,0.00002127409,0.00029974667,0.000004874211,0.000002637562,0.0000075984053,0.000017958644,0.0000039581428,0.00031694933],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998622,0.00001932433,0.000006217038,0.000027909824,0.000047060003,0.00003722277],"domain_scores_gemma":[0.99965096,0.00016255671,0.00004276862,0.000021683696,0.000049605467,0.00007238853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021021535,0.00021601161,0.00048538295,0.00018948113,0.00061411125,0.00032704353,0.00035559878,0.00040951438,0.0015820188],"category_scores_gemma":[0.000615537,0.0001495649,0.00019879664,0.00016509504,0.0007516103,0.0003596703,0.00061141455,0.0002915034,0.00013353545],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011706308,0.00014939412,0.001440465,0.000053612068,0.000007294562,0.0004405442,0.000486845,0.0022133908,0.9911466,0.00016175554,0.00006477399,0.0026646124],"study_design_scores_gemma":[0.00022088976,0.007209673,0.05180142,0.00003699089,0.0000776064,0.00043941787,0.001438664,0.09268316,0.84410095,0.00022813468,0.0016731401,0.0000900263],"about_ca_topic_score_codex":0.002180685,"about_ca_topic_score_gemma":0.0017113424,"teacher_disagreement_score":0.002180685,"about_ca_system_score_codex":0.0001955104,"about_ca_system_score_gemma":0.0004411097,"threshold_uncertainty_score":0.0052924156},"labels":[],"label_agreement":null},{"id":"W4386067704","doi":"10.11159/icmie23.138","title":"Modelling and Analysis of Vortex-Induced Vibrations for Flexible Cylinders Conveying Two-Phase Slug Flows","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Slug; Vortex; Vibration; Slug flow; Mechanics; Phase (matter); Vortex-induced vibration; Geology; Materials science; Structural engineering; Physics; Two-phase flow; Flow (mathematics); Acoustics; Engineering","score_opus":0.018073140750847656,"score_gpt":0.24978759942267809,"score_spread":0.23171445867183044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386067704","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82666045,0.000281484,0.16836251,0.00008633535,0.00001864542,0.0000629331,0.00008630456,0.0002039188,0.004237503],"genre_scores_gemma":[0.99635303,0.00007270832,0.0027726996,0.000003695899,0.0000026011712,0.000029845009,0.000024859435,0.000006886159,0.0007335671],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992883,0.000016207327,0.0000042544507,0.000010582578,0.000028282418,0.000011878393],"domain_scores_gemma":[0.99986434,0.000068296875,0.0000315522,0.000009080788,0.000017093622,0.000009640376],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001953168,0.00038461754,0.00030447537,0.00027650304,0.0003126686,0.00042796155,0.00046247308,0.0007661128,0.0005382546],"category_scores_gemma":[0.00031710888,0.00015535789,0.00041960928,0.00016213684,0.00051757874,0.00023315097,0.00030233458,0.0002910996,0.00008244313],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025810015,0.000023495671,0.0011270401,0.00003345991,0.000008147082,0.00014245335,0.00006421072,0.98060304,0.014351704,0.00060246367,0.00004664969,0.0029715889],"study_design_scores_gemma":[0.000001226641,0.000020466412,0.0003668838,0.0000014881363,0.0000014623204,0.0000072481057,0.000009278154,0.9989133,0.0005780157,0.000052914136,0.000045695644,0.0000020957823],"about_ca_topic_score_codex":0.006284885,"about_ca_topic_score_gemma":0.0038821723,"teacher_disagreement_score":0.006284885,"about_ca_system_score_codex":0.0003215162,"about_ca_system_score_gemma":0.00047700305,"threshold_uncertainty_score":0.01249665},"labels":[],"label_agreement":null},{"id":"W4386072872","doi":"10.11159/icmie23.133","title":"A Study on Analysis of Behavior of Rubbing considering Deflection Angles of a Rotating Body","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rubbing; Deflection (physics); Structural engineering; Mechanics; Computer science; Engineering; Physics; Mechanical engineering; Optics","score_opus":0.012458603543400835,"score_gpt":0.23820854134191485,"score_spread":0.22574993779851402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386072872","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74151903,0.0017203079,0.22744587,0.00021682853,0.000083554594,0.000052955063,0.00006179536,0.00025142037,0.028648268],"genre_scores_gemma":[0.9896903,0.00034753536,0.005678553,0.00001602902,0.000022841481,0.000009925347,0.00003583801,0.000043033717,0.004155988],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99987566,0.000031802214,0.0000034481477,0.000021100237,0.00004806898,0.000019932351],"domain_scores_gemma":[0.9997031,0.00016215674,0.000027546552,0.000024229475,0.00006502512,0.000017935314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018858192,0.0003523543,0.00039370335,0.00042718792,0.0003015214,0.00053217704,0.0004671984,0.00051984395,0.0025219638],"category_scores_gemma":[0.0007590182,0.00013179556,0.000534895,0.00030332428,0.00034869186,0.00039871162,0.00021194415,0.0003008893,0.00027876167],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041148867,0.00020488739,0.0099134445,0.0007151382,0.000114105875,0.0015896758,0.00076348253,0.54556906,0.30304128,0.037640426,0.0015399924,0.098497026],"study_design_scores_gemma":[0.0000030280892,0.00008336248,0.0027759923,0.000013560566,0.000015090453,0.00012648983,0.00010685524,0.98824024,0.0063836407,0.0013894284,0.0008535174,0.00000877887],"about_ca_topic_score_codex":0.0016676093,"about_ca_topic_score_gemma":0.0008741249,"teacher_disagreement_score":0.0025219638,"about_ca_system_score_codex":0.00017482732,"about_ca_system_score_gemma":0.00023033029,"threshold_uncertainty_score":0.008436799},"labels":[],"label_agreement":null},{"id":"W4386108418","doi":"10.1109/tpwrd.2023.3307907","title":"Modelling the Flexural Hysteresis Behaviour of Bretelle Dampers Based on a Quasi-Static Bending Test","year":2023,"lang":"en","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Beam (structure); Hysteresis; Damper; Bending; Dissipation; Nonlinear system; Vibration; Materials science; Flexural strength; Conductor; Mechanics; Engineering; Physics; Acoustics; Composite material","score_opus":0.017924109590473074,"score_gpt":0.2202113916170331,"score_spread":0.20228728202656002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386108418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85432935,0.00017530097,0.14130315,0.000034561595,0.000014017399,0.00006342832,0.00016342575,0.0003532862,0.0035634565],"genre_scores_gemma":[0.9949609,0.00006332967,0.0038909514,0.000004027028,0.0000010518935,0.000024762398,0.00003280813,0.0000071085237,0.001014901],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992204,0.000014084486,0.000004477677,0.000017065486,0.000030381463,0.000011938572],"domain_scores_gemma":[0.99982786,0.0000820611,0.000029567844,0.000026778458,0.000025087227,0.000008646596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001728591,0.00033506987,0.00019682493,0.00032073553,0.00010614883,0.00026862673,0.00056454557,0.00061308057,0.0013053115],"category_scores_gemma":[0.00032761457,0.00016777028,0.00028327692,0.00015652126,0.00029686198,0.00033583707,0.00014948263,0.00020198704,0.00024552207],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002112145,0.00013318387,0.004722508,0.00018271912,0.00002446917,0.00036249682,0.00025283152,0.7254548,0.2484278,0.001141933,0.00021093951,0.018875115],"study_design_scores_gemma":[0.00000748024,0.00019215555,0.0035792403,0.000011196128,0.000010817747,0.00005181364,0.000036450238,0.98023,0.015388931,0.00015892561,0.00032421877,0.000008821411],"about_ca_topic_score_codex":0.0015354911,"about_ca_topic_score_gemma":0.0013266519,"teacher_disagreement_score":0.0015354911,"about_ca_system_score_codex":0.00017173211,"about_ca_system_score_gemma":0.00017773989,"threshold_uncertainty_score":0.004366696},"labels":[],"label_agreement":null},{"id":"W4386108639","doi":"10.1016/b978-0-323-93940-9.00095-5","title":"Structural Dynamics and Vibrations in Offshore Horizontal Axis Wind Turbines: A Review of the State of the Art","year":2023,"lang":"en","type":"review","venue":"Elsevier eBooks","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Offshore wind power; Vibration; Marine engineering; Submarine pipeline; Wind power; Modal; Dynamics (music); Range (aeronautics); Engineering; Structural engineering; Modal analysis; Aerospace engineering; Acoustics; Physics; Materials science; Electrical engineering; Geotechnical engineering","score_opus":0.01313601742245694,"score_gpt":0.2516786417481379,"score_spread":0.238542624325681,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386108639","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00014440113,0.9990803,0.00016217925,0.00013282674,0.00012150904,0.000002079739,0.000015207943,0.000003407142,0.00033807117],"genre_scores_gemma":[0.0007854027,0.99841964,0.00019740935,0.00008422285,0.00022854526,0.0000029657951,0.000023778673,0.0000010760058,0.00025694713],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99975294,0.000030386233,0.00004053942,0.00005986227,0.000097135104,0.000019140942],"domain_scores_gemma":[0.99907935,0.00056301715,0.0001284677,0.000016485066,0.00017212187,0.000040472525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070698984,0.0009947736,0.0015743776,0.002349089,0.00022492491,0.0012759039,0.00089427346,0.0015271789,0.0036222755],"category_scores_gemma":[0.0010803152,0.0003783985,0.0006510895,0.0027091443,0.0004515021,0.0012940586,0.0007315114,0.0009947853,0.0014233042],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000728307,0.00007495795,0.00035096332,0.02874283,0.00009613525,0.0001061072,0.000059460886,0.00079247245,0.0016038954,0.0019313368,0.013492243,0.95267683],"study_design_scores_gemma":[0.000030596537,0.00031836113,0.0046059852,0.02485463,0.0005755173,0.0016132972,0.0002759859,0.00086598925,0.0011270972,0.0042584185,0.9613982,0.000075925214],"about_ca_topic_score_codex":0.0013008186,"about_ca_topic_score_gemma":0.0023267604,"teacher_disagreement_score":0.0036222755,"about_ca_system_score_codex":0.0003282073,"about_ca_system_score_gemma":0.0011364975,"threshold_uncertainty_score":0.012117684},"labels":[],"label_agreement":null},{"id":"W4386147024","doi":"10.1016/j.tws.2023.111094","title":"Sub-harmonic and simultaneous resonance instability of a thin-walled arch under a vertical base excitation at two frequencies","year":2023,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"National Natural Science Foundation of China","keywords":"Instability; Resonance (particle physics); Harmonic; Arch; Excitation; Physics; Galerkin method; Multiple-scale analysis; Plane (geometry); Mechanics; Classical mechanics; Structural engineering; Mathematics; Finite element method; Acoustics; Geometry; Vibration; Engineering; Atomic physics; Quantum mechanics","score_opus":0.01476333823289993,"score_gpt":0.24541933420992398,"score_spread":0.23065599597702405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386147024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950507,0.000022613167,0.0030625947,0.000021948683,0.000006329086,0.0000022114657,0.000009577566,0.000018555213,0.0018055063],"genre_scores_gemma":[0.99921155,0.0000075766834,0.00033958413,0.0000023126295,0.0000015838393,0.0000012031278,0.0000053122476,0.000002179641,0.00042880277],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999398,0.0000066792168,0.0000014670403,0.0000124003955,0.000022778626,0.000016946535],"domain_scores_gemma":[0.99988854,0.00003973308,0.000022709091,0.0000111506515,0.00001710666,0.000020660169],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000093477734,0.00020340449,0.00017884694,0.00023747946,0.0002647447,0.00018506403,0.00025087278,0.0003419063,0.001013305],"category_scores_gemma":[0.00024273105,0.00011801425,0.00017854945,0.00011457457,0.0004946075,0.00015093108,0.00025673656,0.00025731217,0.00011569097],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005727624,0.000056903402,0.0035163532,0.00005178347,0.000022195038,0.0017397336,0.00045764088,0.015908664,0.96705174,0.002959588,0.00016506674,0.007497573],"study_design_scores_gemma":[0.00006539148,0.0006470785,0.07000425,0.000031124866,0.00009373868,0.0015214542,0.0011278434,0.61602163,0.30649617,0.0027456037,0.0011700523,0.00007557565],"about_ca_topic_score_codex":0.0004534532,"about_ca_topic_score_gemma":0.0004248856,"teacher_disagreement_score":0.001013305,"about_ca_system_score_codex":0.00012217401,"about_ca_system_score_gemma":0.00009091867,"threshold_uncertainty_score":0.0033898354},"labels":[],"label_agreement":null},{"id":"W4386236282","doi":"10.53375/icmame.2023.196","title":"Simplified equations for natural frequencies of pipes on elastic foundation conveying gases","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; Alberta Energy; University of Ottawa","funders":"Mitacs","keywords":"Pipeline transport; Turbomachinery; Boundary value problem; Finite element method; Structural engineering; Vibration; Decoupling (probability); Mechanics; Differential equation; Natural gas; Engineering; Physics; Mathematical analysis; Mathematics; Mechanical engineering; Acoustics","score_opus":0.028505789582025865,"score_gpt":0.26333065229746266,"score_spread":0.2348248627154368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386236282","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05374644,0.0004602664,0.9226785,0.00017378334,0.0001058316,0.00016692525,0.0009242138,0.00028102886,0.021463009],"genre_scores_gemma":[0.7246982,0.002536335,0.22858061,0.00023552027,0.00010861963,0.0007562907,0.0015538292,0.00032062602,0.04121003],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99970394,0.00004957995,0.00002422982,0.00004539488,0.00014503107,0.000031802636],"domain_scores_gemma":[0.99961936,0.00015428575,0.000052377523,0.0000506938,0.00011152313,0.000011664423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028197627,0.00056382903,0.00049633154,0.0008446822,0.00031045804,0.00066329545,0.0009696762,0.0009723142,0.0046723173],"category_scores_gemma":[0.0014806251,0.00043973123,0.00074308086,0.00046701432,0.00048883696,0.000941843,0.0006227048,0.0007259658,0.0010181769],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004403868,0.000044515447,0.0015957908,0.0002976283,0.000016015736,0.00032405034,0.0003923119,0.8305312,0.03976997,0.090275705,0.0021056177,0.034603182],"study_design_scores_gemma":[0.000011368415,0.000020667565,0.001127389,0.000028223792,0.00000879889,0.00011470353,0.00005907924,0.9830427,0.0025658924,0.0077185836,0.005280271,0.00002237806],"about_ca_topic_score_codex":0.0056597902,"about_ca_topic_score_gemma":0.0049174516,"teacher_disagreement_score":0.0056597902,"about_ca_system_score_codex":0.00056331686,"about_ca_system_score_gemma":0.0008046646,"threshold_uncertainty_score":0.015630484},"labels":[],"label_agreement":null},{"id":"W4386369696","doi":"10.3390/computation11090169","title":"Impact of Cross-Tie Material Nonlinearity on the Dynamic Behavior of Shallow Flexible Cable Networks","year":2023,"lang":"en","type":"article","venue":"Computation","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Nonlinear system; Harmonic balance; Stiffness; Vibration; Structural engineering; Dissipative system; Modal; Harmonic; Modal analysis; Bridge (graph theory); Engineering; Physics; Acoustics; Materials science; Finite element method","score_opus":0.017926697090463302,"score_gpt":0.3105331905874071,"score_spread":0.2926064934969438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386369696","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.954085,0.00018978729,0.042442184,0.00005030086,0.000010482494,0.000009997401,0.00003426359,0.000074301366,0.0031037482],"genre_scores_gemma":[0.9985257,0.00008006447,0.00093409023,0.000004725748,0.0000013943144,0.0000044181,0.000012907463,0.0000050143,0.00043162308],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998776,0.000025827514,0.000005218259,0.000023824983,0.00004269094,0.000024831872],"domain_scores_gemma":[0.99956113,0.0002510898,0.000086583525,0.000035493435,0.000047353904,0.0000182949],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024009742,0.00031678434,0.00018998985,0.00031393443,0.00017210635,0.00029481066,0.0002094523,0.00036630363,0.0010584177],"category_scores_gemma":[0.0009774584,0.000177884,0.00022506135,0.00016739029,0.00041627974,0.0006411331,0.0003997588,0.00030195893,0.00016512352],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022013424,0.00008651614,0.013236729,0.0001699149,0.000032947926,0.0009850046,0.00034604178,0.78540266,0.17089775,0.0021186685,0.00016336133,0.026340263],"study_design_scores_gemma":[0.000004419132,0.0001571638,0.008180547,0.000017517019,0.000012186578,0.0001838416,0.00015872292,0.97397715,0.016446266,0.00045423518,0.00038921385,0.000018804276],"about_ca_topic_score_codex":0.001146812,"about_ca_topic_score_gemma":0.0015948837,"teacher_disagreement_score":0.001146812,"about_ca_system_score_codex":0.0002271367,"about_ca_system_score_gemma":0.00017929377,"threshold_uncertainty_score":0.003540814},"labels":[],"label_agreement":null},{"id":"W4386630404","doi":"10.3390/engproc2023043005","title":"Design and Optimization of Aluminum Member’s Sections for Building Efficient 120–160 kV Power Transmission Towers","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Hydro-Québec; Université de Sherbrooke","keywords":"Transmission (telecommunications); Aluminium; Power (physics); Electrical engineering; Power transmission; Computer science; Engineering; Materials science; Physics; Composite material","score_opus":0.014139316251344288,"score_gpt":0.23708286054815897,"score_spread":0.22294354429681468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386630404","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6431602,0.00024842174,0.33706287,0.00007407247,0.000028217346,0.00015694217,0.00014626345,0.0003153675,0.018807705],"genre_scores_gemma":[0.93996483,0.00009875615,0.057166405,0.000010568523,0.0000044640738,0.00008800038,0.00008630751,0.00004777476,0.0025329199],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999887,0.000025132153,0.0000037765465,0.00001954949,0.000039689767,0.000024834735],"domain_scores_gemma":[0.9998627,0.00003182801,0.000039745617,0.000008935173,0.0000399386,0.00001692738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030225934,0.00063887046,0.000352609,0.0004553899,0.00024098819,0.00047715477,0.000527759,0.00045568516,0.002254227],"category_scores_gemma":[0.00039476747,0.00033565462,0.00043271086,0.00026876814,0.00026100312,0.0003181251,0.00030868073,0.00024185,0.00042278628],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006953538,0.00007037202,0.0013113021,0.00007284918,0.000020395031,0.00012397855,0.000050156443,0.9457914,0.03492673,0.0010553695,0.0003399759,0.01616794],"study_design_scores_gemma":[0.000032925636,0.00046309832,0.0021827659,0.000014474692,0.000034592296,0.00008204524,0.000107914435,0.9811949,0.013316756,0.00037484482,0.002182174,0.000013566822],"about_ca_topic_score_codex":0.0018316748,"about_ca_topic_score_gemma":0.0040622186,"teacher_disagreement_score":0.002254227,"about_ca_system_score_codex":0.0005458408,"about_ca_system_score_gemma":0.0007402358,"threshold_uncertainty_score":0.00754112},"labels":[],"label_agreement":null},{"id":"W4386874100","doi":"10.1016/j.jsv.2023.118052","title":"Non-linear dynamics of cantilevered circular cylindrical shells with thickness stretch, containing quiescent fluid with small-amplitude sloshing","year":2023,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Slosh dynamics; Mechanics; Shell (structure); Vibration; Boundary value problem; Free surface; Nonlinear system; Materials science; Flutter; Amplitude; Physics; Classical mechanics; Composite material; Aerodynamics; Optics","score_opus":0.014536388730334204,"score_gpt":0.22411620087182954,"score_spread":0.20957981214149535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386874100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9773605,0.000141598,0.01686553,0.00017751833,0.000028978022,0.000023165994,0.00007007618,0.00007707601,0.0052555734],"genre_scores_gemma":[0.997148,0.000041097093,0.0006542072,0.000016405096,0.000005412975,0.000008873227,0.000024748855,0.000011192447,0.002089968],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999037,0.000018062441,0.00000418508,0.000022243026,0.000024980212,0.000026805019],"domain_scores_gemma":[0.9996606,0.00010842667,0.00006982296,0.000021428174,0.000054081574,0.00008554985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021644663,0.00044445068,0.00044685238,0.00036049538,0.00045298054,0.00073021586,0.00057427335,0.0008952364,0.0016544154],"category_scores_gemma":[0.0009876348,0.00028893078,0.00037269792,0.00017534419,0.0014681177,0.00076737866,0.0010204192,0.00038612157,0.00017256087],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010187185,0.00026749694,0.0076623373,0.0001923235,0.00009561759,0.002052252,0.00071746064,0.81163853,0.1564073,0.01163184,0.00076164794,0.007554559],"study_design_scores_gemma":[0.000023655082,0.000113475864,0.0033176113,0.0000058900855,0.000007674043,0.0000727852,0.00009795394,0.9942291,0.0014359552,0.0005754328,0.00010507581,0.000015285808],"about_ca_topic_score_codex":0.0033090052,"about_ca_topic_score_gemma":0.001950395,"teacher_disagreement_score":0.0033090052,"about_ca_system_score_codex":0.00030093352,"about_ca_system_score_gemma":0.00046492802,"threshold_uncertainty_score":0.0065795183},"labels":[],"label_agreement":null},{"id":"W4387047801","doi":"10.7712/150123.9973.451094","title":"INTEGRATION OF PZT THICK FILMS ON ADDITIVELY MANUFACTURED SUBSTRATES FOR VIBRATIONAL ENERGY HARVESTING APPLICATIONS","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"H2020 Marie Skłodowska-Curie Actions; Horizon 2020 Framework Programme","keywords":"Materials science; Energy harvesting; Optoelectronics; Vibrational energy; Energy (signal processing); Composite material; Physics; Atomic physics","score_opus":0.016834394558680903,"score_gpt":0.2346348432620793,"score_spread":0.2178004487033984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387047801","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96599835,0.0015273311,0.025199581,0.00013833141,0.0003261808,0.000053534528,0.00032273968,0.00033573768,0.006098098],"genre_scores_gemma":[0.9770899,0.0006428722,0.016147755,0.00005378195,0.00003380108,0.00004636285,0.0002494253,0.00007868593,0.0056573185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997458,0.000014256994,0.000013672846,0.000052546056,0.00013968172,0.000033986355],"domain_scores_gemma":[0.99983895,0.000025352458,0.000038528473,0.000029908982,0.00005427808,0.000013081328],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012362859,0.0004586982,0.0002646559,0.000346384,0.00012671371,0.0005579835,0.00035423823,0.00050560356,0.0012947682],"category_scores_gemma":[0.00034105434,0.00032106627,0.00029373358,0.00023836232,0.00011965607,0.00038096053,0.0003052395,0.00050068967,0.0005225039],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019508972,0.0000075472103,0.00007109444,0.000034148852,0.00000623841,0.00007697926,0.000011468461,0.00016914899,0.9974189,0.00006217874,0.000054631837,0.0020681792],"study_design_scores_gemma":[0.00000427475,0.00014685797,0.0011772336,0.0000051229044,0.000017622291,0.00012830539,0.000019021307,0.001489626,0.9954732,0.000027117358,0.0015063899,0.000005205802],"about_ca_topic_score_codex":0.00014103927,"about_ca_topic_score_gemma":0.00038381468,"teacher_disagreement_score":0.0012947682,"about_ca_system_score_codex":0.00014679588,"about_ca_system_score_gemma":0.0001161414,"threshold_uncertainty_score":0.00433141},"labels":[],"label_agreement":null},{"id":"W4387067471","doi":"10.7712/150123.9785.444491","title":"FEASIBILITY STUDY ON A NOVEL ACTIVE CONTROL CONCEPT FOR VERTICAL AXIS WIND TURBINE BLADES VIBRATION ATTENUATION INVOLVING BLADE MORPHING","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Morphing; Blade (archaeology); Attenuation; Turbine blade; Vibration; Acoustics; Structural engineering; Computer science; Wind power; Turbine; Engineering; Aerospace engineering; Physics; Electrical engineering; Artificial intelligence; Optics","score_opus":0.03253693443706526,"score_gpt":0.27584158879871545,"score_spread":0.2433046543616502,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387067471","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7174281,0.00058993447,0.27351448,0.00030536388,0.00016359187,0.0004874706,0.000055751774,0.00025634482,0.007198905],"genre_scores_gemma":[0.9752695,0.000088602435,0.02256773,0.000023916691,0.000021183316,0.00007130114,0.00002127367,0.000008280457,0.001928305],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997223,0.000041657728,0.000010642083,0.000053236145,0.00014599516,0.000026213935],"domain_scores_gemma":[0.9996088,0.000112213915,0.000049326747,0.00003063577,0.00016175254,0.000037334055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047852664,0.000366494,0.00022888607,0.0002150064,0.00023434017,0.00034640267,0.0005333999,0.00045158,0.0017148725],"category_scores_gemma":[0.00035890492,0.00016434805,0.00028590555,0.00005551767,0.00033263597,0.0005780163,0.00023428744,0.00031101203,0.00016721578],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061270874,0.00030453206,0.0007737137,0.00024518472,0.000018483606,0.00019505745,0.00017888998,0.0034262245,0.9626531,0.0016359162,0.00024466758,0.02971154],"study_design_scores_gemma":[0.00035382822,0.017220382,0.011297478,0.00005208281,0.00012363587,0.0006779783,0.00025790595,0.12201131,0.8381579,0.00073090184,0.009047279,0.000069389695],"about_ca_topic_score_codex":0.00039863336,"about_ca_topic_score_gemma":0.00032488097,"teacher_disagreement_score":0.0017148725,"about_ca_system_score_codex":0.00014857332,"about_ca_system_score_gemma":0.00032377677,"threshold_uncertainty_score":0.0057368875},"labels":[],"label_agreement":null},{"id":"W4387337535","doi":"10.1007/s11071-023-08916-7","title":"Non-planar vibrations of beams with geometric imperfections and hysteretic boundary conditions","year":2023,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Beam (structure); Nonlinear system; Vibration; Physics; Planar; Equations of motion; Boundary value problem; Reduction (mathematics); Transverse plane; Bending moment; Moment (physics); Classical mechanics; Mathematical analysis; Bending; Mechanics; Frequency response; Structural engineering; Mathematics; Geometry; Engineering; Optics; Acoustics; Computer science","score_opus":0.005383635157289388,"score_gpt":0.2167299635626426,"score_spread":0.21134632840535322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387337535","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.733176,0.0008016652,0.2418179,0.0005540848,0.00011514581,0.000068671645,0.00017738905,0.00015993825,0.023129322],"genre_scores_gemma":[0.99310476,0.00016104175,0.0028740186,0.000032949796,0.000021049973,0.000022889662,0.000041642197,0.00001875143,0.0037229192],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995933,0.00008886047,0.000012137443,0.000058048645,0.00013562337,0.00011206971],"domain_scores_gemma":[0.9994593,0.00027605426,0.000111224566,0.000052981242,0.00005633094,0.00004396272],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047480606,0.0005676383,0.0005995301,0.00066268357,0.00035167154,0.0008392852,0.00091158476,0.0012242625,0.0016898343],"category_scores_gemma":[0.0025444273,0.00050132215,0.0003599507,0.00048816323,0.0021006553,0.0008707768,0.0010236215,0.00051623414,0.00024262209],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035126548,0.000099406636,0.0039263205,0.00016564716,0.00008329508,0.0011911375,0.00038933565,0.8404973,0.036305435,0.102626294,0.0009307187,0.013433785],"study_design_scores_gemma":[0.000026480446,0.00004092479,0.0037891015,0.000013762094,0.000011642528,0.00015181497,0.00014092315,0.97852135,0.0023175557,0.014667352,0.00029364327,0.000025420817],"about_ca_topic_score_codex":0.0028805798,"about_ca_topic_score_gemma":0.0023187315,"teacher_disagreement_score":0.0028805798,"about_ca_system_score_codex":0.0005182513,"about_ca_system_score_gemma":0.0006093305,"threshold_uncertainty_score":0},"labels":[{"model":"gpt","categories":[],"domain":null,"study_design":"theoretical_or_conceptual","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"grok","categories":[],"domain":null,"study_design":"theoretical_or_conceptual","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"medium"},{"model":"opus","categories":[],"domain":null,"study_design":"simulation_or_modeling","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"medium"}],"label_agreement":"split"},{"id":"W4387986517","doi":"10.7712/120123.10732.21046","title":"NUMERICAL INVESTIGATION ON STABILITY OF COLUMNS UNDER DYNAMIC LOADS WITH TWO FREQUENCIES","year":2023,"lang":"en","type":"article","venue":"COMPDYN Proceedings","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada; Government of Canada","keywords":"Parametric statistics; Instability; Ordinary differential equation; Stability (learning theory); Vibration; Numerical stability; Mathieu function; Control theory (sociology); Numerical analysis; Mathematics; Differential equation; Mathematical analysis; Computer science; Physics; Mechanics; Acoustics","score_opus":0.02216567366183477,"score_gpt":0.22812489253114918,"score_spread":0.2059592188693144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387986517","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9721424,0.00016826307,0.017867057,0.00022671354,0.00003974833,0.000026443802,0.00010271384,0.000075459946,0.009351194],"genre_scores_gemma":[0.9971576,0.00004913864,0.0019536554,0.0000144751275,0.000007029323,0.000009787378,0.000031638967,0.000009333634,0.0007674677],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998264,0.000038555925,0.0000072908947,0.000026191698,0.00005614794,0.000045466735],"domain_scores_gemma":[0.99913436,0.00046291118,0.00010316034,0.000060061786,0.00015052027,0.000089037036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031614924,0.0003777054,0.0005562073,0.00081342476,0.0006718862,0.00055110175,0.00049991923,0.001055912,0.0018120214],"category_scores_gemma":[0.0015559953,0.0003042331,0.00047924242,0.00058666023,0.0010901977,0.00048682303,0.000623091,0.00044650966,0.00013200157],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027387915,0.000105578336,0.0038191548,0.00008248753,0.000029058476,0.00036087702,0.00015532276,0.96087205,0.025728233,0.002806996,0.00029965755,0.0054666973],"study_design_scores_gemma":[0.000013373107,0.00005949005,0.0010844192,0.0000045920196,0.000005952486,0.000030870182,0.000062603496,0.9967158,0.0016772003,0.00024353659,0.00009523179,0.000006930173],"about_ca_topic_score_codex":0.004154979,"about_ca_topic_score_gemma":0.002208537,"teacher_disagreement_score":0.004154979,"about_ca_system_score_codex":0.00033428942,"about_ca_system_score_gemma":0.0003890866,"threshold_uncertainty_score":0.008261561},"labels":[],"label_agreement":null},{"id":"W4388007498","doi":"10.1016/j.finel.2023.104066","title":"Structures with varying discontinuities and curvatures: A dynamic analysis approach by the p-version finite element method","year":2023,"lang":"en","type":"article","venue":"Finite Elements in Analysis and Design","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Discontinuity (linguistics); Classification of discontinuities; Finite element method; Curvature; Vibration; Beam (structure); Structural engineering; Timoshenko beam theory; Nonlinear system; Stiffness; Mechanics; Mathematical analysis; Mathematics; Physics; Geometry; Engineering; Acoustics","score_opus":0.011180518501826166,"score_gpt":0.245871853045578,"score_spread":0.23469133454375182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388007498","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011439843,0.00009196052,0.9853335,0.000053321022,0.000022324593,0.000024332208,0.000019131438,0.00008827233,0.002927283],"genre_scores_gemma":[0.61075896,0.0005442957,0.37598273,0.000088980305,0.000048562466,0.00016343506,0.00010922451,0.00021153137,0.012092369],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980277,0.00005840162,0.000008673237,0.000032206794,0.00007847375,0.000019566289],"domain_scores_gemma":[0.9997675,0.000102947975,0.00002793671,0.000031784828,0.00005779018,0.000012110822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003961299,0.0005618784,0.0006401321,0.000631103,0.0003113158,0.0008182122,0.0011449297,0.0012440343,0.0021874967],"category_scores_gemma":[0.0011639389,0.0005904062,0.000764332,0.000555364,0.0007044379,0.0011691187,0.00074381207,0.00081436196,0.0005391671],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006398937,0.00008452237,0.00075383845,0.000110858084,0.00002963019,0.00021209929,0.000120528144,0.8789919,0.022098357,0.04873297,0.000923913,0.047877368],"study_design_scores_gemma":[0.000002933962,0.000013618899,0.000076683464,0.000006125349,0.0000033574677,0.000042961405,0.000009279226,0.9963141,0.00089876377,0.0019464521,0.0006804902,0.0000052203955],"about_ca_topic_score_codex":0.0012425819,"about_ca_topic_score_gemma":0.0011920314,"teacher_disagreement_score":0.0021874967,"about_ca_system_score_codex":0.0002634098,"about_ca_system_score_gemma":0.00046203242,"threshold_uncertainty_score":0.0073179007},"labels":[],"label_agreement":null},{"id":"W4388339721","doi":"10.1016/j.jfluidstructs.2023.104011","title":"Three-dimensional nonlinear dynamics of imperfectly supported pipes conveying fluid","year":2023,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Galerkin method; Nonlinear system; Cantilever; Discretization; Mechanics; Bifurcation; Flow (mathematics); Partial differential equation; Fluid dynamics; Mathematics; Dynamics (music); Drilling riser; Physics; Mathematical analysis; Structural engineering; Engineering","score_opus":0.007129804062209087,"score_gpt":0.22355206595822286,"score_spread":0.21642226189601377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388339721","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9650235,0.00010844783,0.025626235,0.0003076455,0.00004033834,0.000024666328,0.00014026578,0.00012045905,0.008608392],"genre_scores_gemma":[0.9969753,0.000050507955,0.0009364102,0.000013750405,0.000007129821,0.0000073215924,0.000036846453,0.000011966662,0.001960715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998895,0.00001951666,0.000005254366,0.000018307825,0.0000422598,0.000025146168],"domain_scores_gemma":[0.9996735,0.00012328764,0.000064943364,0.000021442269,0.000055031316,0.00006183774],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018241687,0.00036152147,0.00040680185,0.00042444738,0.0005745394,0.0010046312,0.00054446387,0.001116546,0.0028354146],"category_scores_gemma":[0.00096290215,0.00029957434,0.00034708017,0.00031940208,0.0016592875,0.00089640275,0.00080248417,0.0005973374,0.0002381731],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025559796,0.0001193876,0.0039929263,0.00005247074,0.000029079882,0.00078290893,0.00037225746,0.9605845,0.021267598,0.007555113,0.00040316532,0.0045849346],"study_design_scores_gemma":[0.000009310639,0.000034405555,0.002181998,0.0000031345692,0.0000031801837,0.00003609459,0.00006640128,0.99633104,0.00057074166,0.0006352384,0.00011217357,0.000016351763],"about_ca_topic_score_codex":0.008032869,"about_ca_topic_score_gemma":0.0038549001,"teacher_disagreement_score":0.008032869,"about_ca_system_score_codex":0.00046053148,"about_ca_system_score_gemma":0.0006593343,"threshold_uncertainty_score":0.015972197},"labels":[],"label_agreement":null},{"id":"W4388538703","doi":"10.1142/s0219455424502092","title":"Nonlinear Vibrations Analysis of Hyperelastic Cylindrical Shells Utilizing the Method of Multiple Scales","year":2023,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Hyperelastic material; Galerkin method; Vibration; RADIUS; Shell (structure); Nonlinear system; Mechanics; Spherical shell; Multiple-scale analysis; Ordinary differential equation; Inertia; Amplitude; Natural frequency; Physics; Normal mode; Hardening (computing); Differential equation; Mathematical analysis; Mathematics; Classical mechanics; Materials science; Optics; Acoustics; Composite material","score_opus":0.01707001408025222,"score_gpt":0.2808905562220426,"score_spread":0.2638205421417904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388538703","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17891817,0.00054456,0.8156321,0.00009807803,0.000035576024,0.00003521175,0.000027791479,0.00012932911,0.004579194],"genre_scores_gemma":[0.904889,0.00048435136,0.09057421,0.000025382311,0.000013570828,0.0000661092,0.0000341528,0.00004337003,0.0038699103],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988055,0.000030487881,0.0000044908425,0.000022064727,0.000052283543,0.000010083565],"domain_scores_gemma":[0.99988055,0.00005205126,0.000026778594,0.00001391419,0.00002023503,0.000006334891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025592835,0.00051875476,0.00035849385,0.00025544444,0.00019690114,0.0002629877,0.00035917002,0.00034991663,0.00075076456],"category_scores_gemma":[0.0003114506,0.00017960092,0.00053437543,0.00016948993,0.00042039502,0.00041402454,0.0003979941,0.00026609935,0.000135558],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000095233896,0.000058117843,0.0023265348,0.000303567,0.000054744993,0.00053110335,0.00033821742,0.7592043,0.16565624,0.028709007,0.0003935309,0.042329434],"study_design_scores_gemma":[0.0000016715793,0.000017682923,0.00025159083,0.0000034718337,0.0000023262933,0.000032651667,0.000015240826,0.996912,0.0019486882,0.0005624479,0.0002474728,0.000004773849],"about_ca_topic_score_codex":0.00085960596,"about_ca_topic_score_gemma":0.0008705511,"teacher_disagreement_score":0.00085960596,"about_ca_system_score_codex":0.00018277222,"about_ca_system_score_gemma":0.0003051775,"threshold_uncertainty_score":0.0025115013},"labels":[],"label_agreement":null},{"id":"W4388766954","doi":"10.1016/j.matcom.2023.11.011","title":"Vibrational analysis of a coupled damaged Timoshenko beam-arch mechanical system with von Kármán nonlinearities and layer discontinuity","year":2023,"lang":"en","type":"article","venue":"Mathematics and Computers in Simulation","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Classification of discontinuities; Beam (structure); Discontinuity (linguistics); Vibration; Nonlinear system; Arch; Curvature; Timoshenko beam theory; Physics; Structural engineering; Mechanics; Viscoelasticity; Materials science; Acoustics; Mathematics; Optics; Mathematical analysis; Geometry; Engineering; Composite material","score_opus":0.013124948430622481,"score_gpt":0.23740594048372518,"score_spread":0.2242809920531027,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388766954","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9372435,0.000095883646,0.055224475,0.00015568156,0.000022511244,0.000025183497,0.00006517852,0.00012051854,0.007047076],"genre_scores_gemma":[0.99630046,0.000021120368,0.0011972855,0.000012272849,0.0000025272432,0.0000058385012,0.000013601008,0.000009444316,0.0024374814],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998857,0.000024150222,0.0000060408674,0.00002115582,0.00003863901,0.000024286606],"domain_scores_gemma":[0.9998085,0.0000684211,0.000039393733,0.000025213045,0.000030607043,0.000027812726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002633282,0.00028598326,0.0004397528,0.0003591332,0.0005402566,0.00052053906,0.0005680935,0.0008968641,0.0026570344],"category_scores_gemma":[0.00055399176,0.00023829687,0.00031853054,0.00022386627,0.0009948324,0.00053649954,0.0007085935,0.00038443092,0.00019487723],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047230176,0.00013070968,0.004706792,0.00012542662,0.00010218382,0.0015813898,0.00049795146,0.8353718,0.123374574,0.02194246,0.00048325013,0.011211124],"study_design_scores_gemma":[0.000008905185,0.00005024551,0.002004759,0.000003189086,0.000009635304,0.000064512205,0.00007358614,0.99436533,0.0024723501,0.0007908092,0.00014531314,0.0000113550905],"about_ca_topic_score_codex":0.003548383,"about_ca_topic_score_gemma":0.0026412949,"teacher_disagreement_score":0.003548383,"about_ca_system_score_codex":0.00038042598,"about_ca_system_score_gemma":0.00039823318,"threshold_uncertainty_score":0.008888662},"labels":[],"label_agreement":null},{"id":"W4389127709","doi":"10.5151/2594-5297-15665","title":"REDUÇÃO DOS CUSTOS RELACIONADOS AO CONSUMO DE CILINDROS DE ENCOSTO ATRAVES DO COROAMENTO DO CILINDRO NO LAMINADOR REVERSÍVEL 4-HI DE 1 CADEIRA DA CSN-PR","year":2009,"lang":"pt","type":"article","venue":"ABM Proceedings","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Discovery Air (Canada)","funders":"","keywords":"Physics; Operating system; Computer science","score_opus":0.010435764678360769,"score_gpt":0.24197406208205371,"score_spread":0.23153829740369294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389127709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923489,0.00076405844,0.003166904,0.000037229474,0.000027520598,0.000023168128,0.0002949728,0.00013678709,0.003200373],"genre_scores_gemma":[0.9822825,0.00060605,0.0057942034,0.00003384368,0.000007837575,0.000033334494,0.0004200895,0.00008940482,0.010732621],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99942696,0.00003741073,0.000024920251,0.00012949093,0.0002775553,0.000103638595],"domain_scores_gemma":[0.9993426,0.00012598294,0.00013913662,0.00007663642,0.00025615463,0.000059419846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043768957,0.00037098382,0.0003619372,0.0005230964,0.00042192146,0.0007273354,0.00053120556,0.00040157174,0.0045985673],"category_scores_gemma":[0.0005986771,0.00029459796,0.00043051483,0.000659071,0.00022994104,0.000544046,0.000332564,0.00037991168,0.00077053724],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057719595,0.000060917406,0.003205553,0.00019598757,0.000016668524,0.00011574631,0.00008941725,0.001084148,0.9732728,0.00018696165,0.0002228793,0.020971697],"study_design_scores_gemma":[0.000010504667,0.0006805098,0.018305501,0.000015043799,0.000036991918,0.00010509985,0.00017184106,0.0030795555,0.9711828,0.00004635045,0.0063470067,0.000018651845],"about_ca_topic_score_codex":0.0041051838,"about_ca_topic_score_gemma":0.006502871,"teacher_disagreement_score":0.0045985673,"about_ca_system_score_codex":0.00085726246,"about_ca_system_score_gemma":0.00038959866,"threshold_uncertainty_score":0.01538372},"labels":[],"label_agreement":null},{"id":"W4389540930","doi":"10.17118/11143/20981","title":"Effect of spacing ratio on unsteady flow characteristics of tandem andside-by-side circular cylinders in cross-flow during self-excited acousticresonance","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Flow (mathematics); Resonance (particle physics); Excited state; Materials science; Tandem; Mechanics; Acoustics; Physics; Atomic physics; Composite material","score_opus":0.00410484393962377,"score_gpt":0.21812896521617992,"score_spread":0.21402412127655615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389540930","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980932,0.0002608178,0.0009507394,0.000028213462,0.00003499829,0.0000043207865,0.000048815436,0.00006399642,0.00051490095],"genre_scores_gemma":[0.99917233,0.00007953819,0.0004777392,0.000008260514,0.0000047168096,0.000003752472,0.000056048637,0.000008666411,0.00018903882],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99979526,0.000020856076,0.000018916016,0.00005321166,0.000053580232,0.000058133897],"domain_scores_gemma":[0.9990109,0.00036007576,0.0002015918,0.000054055912,0.00022305029,0.00015020114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028716054,0.0003279424,0.00028133878,0.00037338835,0.0002483267,0.00039654912,0.00020925226,0.00027043273,0.00147481],"category_scores_gemma":[0.0010631781,0.00015373924,0.00016459724,0.0002506987,0.00035945963,0.0003923186,0.00019500902,0.00030724704,0.00020945507],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021546697,0.00028656836,0.0124949915,0.00019132566,0.000025508627,0.00066288956,0.00042002203,0.016986342,0.9412617,0.0003642249,0.0006352585,0.02451654],"study_design_scores_gemma":[0.000052926043,0.0018480907,0.04751138,0.000032495253,0.000053954784,0.00023583524,0.00069860014,0.08659117,0.8612296,0.00014879474,0.0015211037,0.00007594787],"about_ca_topic_score_codex":0.0008770796,"about_ca_topic_score_gemma":0.0009465759,"teacher_disagreement_score":0.00147481,"about_ca_system_score_codex":0.00017481032,"about_ca_system_score_gemma":0.0001939045,"threshold_uncertainty_score":0.004933715},"labels":[],"label_agreement":null},{"id":"W4389540981","doi":"10.17118/11143/20969","title":"Modélisation numérique des vibrations éoliennes d’un conducteur hautetension soumis au vent","year":2023,"lang":"fr","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Physics","score_opus":0.023855028335390098,"score_gpt":0.23371263692163527,"score_spread":0.20985760858624516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389540981","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3792966,0.0011770782,0.55910796,0.0008391879,0.00053241954,0.00019524481,0.0014488683,0.00204477,0.055357862],"genre_scores_gemma":[0.9476576,0.0005347913,0.026901932,0.00008452022,0.000046229903,0.00023376654,0.00069129706,0.00018700253,0.023662793],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975234,0.000046684465,0.000010493146,0.0000617839,0.00008506305,0.00004365129],"domain_scores_gemma":[0.99952805,0.00027724155,0.000039205584,0.000033183762,0.000093221344,0.000029150178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040794958,0.00084656285,0.00071166834,0.00045821982,0.0005706079,0.0014916216,0.00093293365,0.0024388686,0.00542366],"category_scores_gemma":[0.0013533146,0.00054550247,0.0010847093,0.00045997452,0.0007641354,0.000868844,0.00068787707,0.0010970931,0.00076176744],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000066723034,0.000026747959,0.0009129352,0.0000727712,0.000016635546,0.00012913965,0.000077701596,0.98820114,0.0043455884,0.0016056575,0.00040002604,0.00414504],"study_design_scores_gemma":[0.000010191497,0.00001807943,0.00028204714,0.000008804047,0.0000034914199,0.000015340553,0.000022463126,0.9979563,0.00067175546,0.0002896107,0.0007149865,0.0000069687594],"about_ca_topic_score_codex":0.020237021,"about_ca_topic_score_gemma":0.008980644,"teacher_disagreement_score":0.020237021,"about_ca_system_score_codex":0.0006556914,"about_ca_system_score_gemma":0.0012450088,"threshold_uncertainty_score":0.0402385},"labels":[],"label_agreement":null},{"id":"W4389540992","doi":"10.17118/11143/20963","title":"A PINN-based digital parameter identification of the pipe conveying fluidsystems","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Identification (biology); Computer science","score_opus":0.009988756467016129,"score_gpt":0.20439332185457162,"score_spread":0.1944045653875555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389540992","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030251898,0.00034610502,0.9641125,0.00012869274,0.00008369885,0.00006763649,0.00010478763,0.0009018973,0.004002743],"genre_scores_gemma":[0.8074272,0.00026971893,0.18428181,0.000116448035,0.00003171709,0.000143343,0.0004057403,0.0000642574,0.007259547],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998011,0.00002269206,0.000011276941,0.00008053032,0.00006718782,0.000017130285],"domain_scores_gemma":[0.99983835,0.000041416195,0.000026971298,0.000018132816,0.00006568014,0.000009493258],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040843908,0.000642237,0.0004527809,0.00042806397,0.00032957786,0.00046298432,0.00069585623,0.00056224427,0.0023267174],"category_scores_gemma":[0.0010082196,0.0003148603,0.00036300806,0.00032165452,0.00036563165,0.00092012377,0.00071669184,0.00064752257,0.0004150075],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019176795,0.00005698912,0.0019161173,0.00018883825,0.00005330345,0.00019937402,0.00009419083,0.6813938,0.020244705,0.0048366343,0.0016806815,0.28914353],"study_design_scores_gemma":[0.0000028729198,0.000026216238,0.00024714635,0.00000515754,0.0000042523593,0.000028842951,0.000005084232,0.99604803,0.0023424656,0.00047964178,0.00080496236,0.0000053109957],"about_ca_topic_score_codex":0.0046514506,"about_ca_topic_score_gemma":0.0041137096,"teacher_disagreement_score":0.0046514506,"about_ca_system_score_codex":0.0005336842,"about_ca_system_score_gemma":0.0007049872,"threshold_uncertainty_score":0.009248793},"labels":[],"label_agreement":null},{"id":"W4389541005","doi":"10.17118/11143/20972","title":"Characterization of air damping mechanism between oscillatingplates","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Siemens (Canada); Concordia University; École de Technologie Supérieure","funders":"","keywords":"Mechanism (biology); Characterization (materials science); Magnetic damping; Materials science; Mechanics; Physics; Control theory (sociology); Acoustics; Vibration; Computer science; Optics; Control (management)","score_opus":0.01149558313542789,"score_gpt":0.21172017237018792,"score_spread":0.20022458923476003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389541005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9894322,0.00018531764,0.0095904535,0.0000089035975,0.000009506399,0.000013729051,0.00007938339,0.000053115255,0.0006274164],"genre_scores_gemma":[0.9969434,0.000042485608,0.002436662,0.0000041827543,0.000002021959,0.000009758809,0.0000841947,0.000008939383,0.00046840878],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977857,0.000015376965,0.000011688319,0.000054267035,0.00011069114,0.000029444913],"domain_scores_gemma":[0.9994566,0.00019076752,0.00012455565,0.00005363119,0.00013702703,0.000037504644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002239205,0.0002847076,0.0001801872,0.00044814317,0.00015687717,0.0001880273,0.00047202874,0.00029693698,0.0012868206],"category_scores_gemma":[0.0004839563,0.00018772473,0.0001346404,0.0002155672,0.00036813453,0.00021651929,0.00025649506,0.00023676839,0.0002709378],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000103001286,0.000019165913,0.001973771,0.000058606594,0.0000055704168,0.000098561984,0.00009133288,0.0005496976,0.99317414,0.00009134952,0.000029289286,0.0038054697],"study_design_scores_gemma":[0.000014461015,0.00040218685,0.023134641,0.000012443036,0.000018031538,0.00015370075,0.00011787635,0.01089597,0.9644711,0.00006283345,0.0007063077,0.000010422765],"about_ca_topic_score_codex":0.00037398795,"about_ca_topic_score_gemma":0.0003148042,"teacher_disagreement_score":0.0012868206,"about_ca_system_score_codex":0.00012647736,"about_ca_system_score_gemma":0.000084655905,"threshold_uncertainty_score":0.004304886},"labels":[],"label_agreement":null},{"id":"W4389584790","doi":"10.17118/11143/20873","title":"Analyse et modélisation des pertes dans une grille rectiligne decompresseur avec jeu","year":2023,"lang":"fr","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Physics; Humanities; Art","score_opus":0.02055883850296518,"score_gpt":0.2613222646396789,"score_spread":0.2407634261367137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389584790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9720908,0.00014700348,0.024476526,0.0000651622,0.000021124628,0.00003070451,0.00017619535,0.0001807958,0.0028117942],"genre_scores_gemma":[0.99347925,0.00007356553,0.004001753,0.000011556106,0.0000026702849,0.00002860881,0.00011946742,0.000028302702,0.0022548211],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997497,0.000035291385,0.000012887175,0.000056296383,0.00010338219,0.000042509415],"domain_scores_gemma":[0.9996662,0.00015923071,0.000041364783,0.000035082074,0.000076287964,0.000021832411],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004830122,0.00078274886,0.0005478802,0.00063432346,0.00070771883,0.0011280382,0.00059800665,0.0012129067,0.0019792786],"category_scores_gemma":[0.00077703275,0.0004239878,0.00072593003,0.0005088118,0.0006874281,0.0005370406,0.00050094764,0.0005284988,0.0003764503],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016208083,0.00013365364,0.014479755,0.00010082973,0.00003673534,0.00043680042,0.00023768764,0.9267433,0.046015505,0.00067922287,0.00020047819,0.010773969],"study_design_scores_gemma":[0.000016442535,0.00021684464,0.014739663,0.000020272284,0.000021349242,0.00010635956,0.00017964368,0.96103,0.022369506,0.00020660048,0.0010686646,0.000024686136],"about_ca_topic_score_codex":0.019510372,"about_ca_topic_score_gemma":0.014089191,"teacher_disagreement_score":0.019510372,"about_ca_system_score_codex":0.001093585,"about_ca_system_score_gemma":0.0007392784,"threshold_uncertainty_score":0.038793564},"labels":[],"label_agreement":null},{"id":"W4389584834","doi":"10.17118/11143/21040","title":"Dynamic response of a rotating structure during start and stopsequences","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Computer science; Control theory (sociology); Artificial intelligence; Control (management)","score_opus":0.004914619174364846,"score_gpt":0.2130882989244912,"score_spread":0.20817367975012635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389584834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946021,0.00011878627,0.0035771623,0.00003104067,0.000025979685,0.000021149513,0.00009703304,0.00009332805,0.0014335009],"genre_scores_gemma":[0.99817336,0.000043660555,0.00082538696,0.000013580896,0.000003225281,0.000015043309,0.000102422855,0.000008613784,0.0008147112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996848,0.000027929285,0.000017154533,0.00007885037,0.00011852883,0.00007274518],"domain_scores_gemma":[0.9996661,0.00008062726,0.0000565643,0.000045108387,0.00008975641,0.00006186046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035285953,0.00048462773,0.000478024,0.00039433647,0.00038942264,0.0004015059,0.00039149725,0.0007343856,0.002290758],"category_scores_gemma":[0.00061274524,0.00025989563,0.0003221753,0.00014892167,0.00062032766,0.00028753697,0.00032845803,0.00035465538,0.0005355873],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008283871,0.00014463671,0.007783821,0.0001389287,0.000028561575,0.0011334204,0.0008010907,0.018546775,0.9529266,0.00039472358,0.00046790266,0.016805248],"study_design_scores_gemma":[0.00012312962,0.0071162498,0.1938905,0.00013632613,0.00011860427,0.0008443811,0.0022314815,0.1399959,0.6478299,0.0005259769,0.0070427437,0.00014482033],"about_ca_topic_score_codex":0.000642436,"about_ca_topic_score_gemma":0.0012719963,"teacher_disagreement_score":0.002290758,"about_ca_system_score_codex":0.00024457116,"about_ca_system_score_gemma":0.0002155789,"threshold_uncertainty_score":0.007663369},"labels":[],"label_agreement":null},{"id":"W4389584867","doi":"10.17118/11143/21031","title":"Time-invariant hp-variational physics informed neural network to solvethe pipe conveying fluid equation","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Invariant (physics); Artificial neural network; Applied mathematics; Fluid dynamics; Computer science; Luke's variational principle; Physics; Classical mechanics; Mathematical physics; Mathematics; Artificial intelligence; Mechanics; Hamilton's principle; Equations of motion","score_opus":0.019783601056320984,"score_gpt":0.2304233016339392,"score_spread":0.21063970057761822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389584867","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.101841494,0.000919477,0.8887367,0.00059450173,0.00016033548,0.000071976465,0.00009886718,0.0004336314,0.007143066],"genre_scores_gemma":[0.8930309,0.0002648111,0.10006555,0.00022990603,0.000048398782,0.0001675653,0.00017090463,0.000044894896,0.005977033],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998816,0.00003442023,0.000006808835,0.00002567303,0.000029184474,0.000022269896],"domain_scores_gemma":[0.99972063,0.00016631105,0.0000237666,0.000013466257,0.00006130397,0.000014588043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005466163,0.00059262663,0.0005749292,0.00024176746,0.0002714658,0.0003706441,0.00082364946,0.0013343259,0.0016823972],"category_scores_gemma":[0.0011031885,0.00031928578,0.00046633257,0.00030992186,0.00054167747,0.000527878,0.00071460253,0.0009803814,0.00016223056],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018410534,0.000013910313,0.00021228191,0.00002079965,0.000010286297,0.000021657688,0.000011369758,0.9886857,0.0007072801,0.0013441346,0.00020592618,0.008748303],"study_design_scores_gemma":[7.8951535e-7,0.0000026234484,0.000011459604,7.1142534e-7,6.4343607e-7,6.754654e-7,5.345752e-7,0.9997702,0.000058041922,0.00012562165,0.00002800481,5.5391166e-7],"about_ca_topic_score_codex":0.008269506,"about_ca_topic_score_gemma":0.0073835193,"teacher_disagreement_score":0.008269506,"about_ca_system_score_codex":0.00066122937,"about_ca_system_score_gemma":0.0009151467,"threshold_uncertainty_score":0.016442776},"labels":[],"label_agreement":null},{"id":"W4390277515","doi":"10.11159/icffts23.144","title":"Passive Cooling Strategy for Reducing Load in a Building with an Integrated PCM on the Rooftop","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Fluid Flow and Thermal Science, ICFFTS ...","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Passive cooling; Cooling load; Architectural engineering; Environmental science; Computer science; Automotive engineering; Engineering; Meteorology; Mechanical engineering; Air conditioning; Thermal; Physics","score_opus":0.024672068858188786,"score_gpt":0.2550519278504186,"score_spread":0.2303798589922298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390277515","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8915396,0.00043141868,0.097214945,0.00009237272,0.00007738976,0.000079176665,0.000181269,0.00087533286,0.009508484],"genre_scores_gemma":[0.98819065,0.00006439212,0.010005768,0.000017342414,0.000007356305,0.000021299029,0.000069154325,0.000024438794,0.0015995691],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999273,0.000008804643,0.0000027289896,0.000019556524,0.000025813679,0.000015689267],"domain_scores_gemma":[0.999962,0.0000057876077,0.000005121515,0.000005660638,0.000015633652,0.000005777692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000075831114,0.0003110574,0.00028385766,0.00021432668,0.00026810734,0.00025763598,0.00052389526,0.0001648803,0.0024928784],"category_scores_gemma":[0.00010012824,0.00009489345,0.00027569095,0.0001483348,0.00013056259,0.00030003913,0.00025675245,0.00016411612,0.00035839615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054049905,0.0003737517,0.005486653,0.00038902,0.000056333913,0.00040173146,0.00018299981,0.044634726,0.83309364,0.0013263772,0.0015790614,0.11193532],"study_design_scores_gemma":[0.00013273946,0.0018392819,0.03210505,0.000049270857,0.00021911079,0.0005212104,0.00035868242,0.40276843,0.54423314,0.00088219077,0.016826151,0.00006473086],"about_ca_topic_score_codex":0.0012885156,"about_ca_topic_score_gemma":0.0030222223,"teacher_disagreement_score":0.0024928784,"about_ca_system_score_codex":0.00015394416,"about_ca_system_score_gemma":0.00021255715,"threshold_uncertainty_score":0.008339524},"labels":[],"label_agreement":null},{"id":"W4390936007","doi":"10.1007/978-3-031-47152-0_9","title":"Statistical Study of Aeolian Vibration Characteristics of Overhead Conductor","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université de Sherbrooke; McGill University","funders":"","keywords":"Vibration; Structural engineering; Rayleigh distribution; Aeolian processes; Conductor; Amplitude; Transmission line; Vibration fatigue; Statistical energy analysis; Acoustics; Engineering; Rayleigh scattering; Physics; Geology; Electrical engineering; Mathematics; Geometry","score_opus":0.008598562399443574,"score_gpt":0.21418554711452806,"score_spread":0.2055869847150845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390936007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9911554,0.00011473635,0.0069272593,0.00002291381,0.0000075692274,0.0000039787333,0.00031416377,0.000036639743,0.0014173129],"genre_scores_gemma":[0.9984199,0.000032086573,0.0005180106,0.000002412463,0.000007157462,0.0000030557321,0.0003958094,0.0000082079405,0.0006134337],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99981457,0.000060364036,0.0000104820565,0.000055034412,0.00004131663,0.000018230681],"domain_scores_gemma":[0.9978356,0.0014472421,0.00022170483,0.00014925012,0.00027176747,0.00007441111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004772996,0.00011220189,0.00010726567,0.00080298097,0.00017231227,0.00021346867,0.0002116578,0.00016202017,0.0012227178],"category_scores_gemma":[0.0015813283,0.00007997063,0.00015493434,0.00056679087,0.00019564261,0.00022201042,0.00015869128,0.0001775136,0.000296641],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006626862,0.000118765056,0.8132596,0.000119916476,0.00021072992,0.0004910151,0.00057399215,0.027970584,0.048422467,0.0036120832,0.0013967664,0.10316141],"study_design_scores_gemma":[0.0000030950537,0.00012617826,0.9728281,0.000006905132,0.000019795285,0.00023913641,0.00021601023,0.023248667,0.002029244,0.0005060862,0.0007664519,0.000010400816],"about_ca_topic_score_codex":0.0014259313,"about_ca_topic_score_gemma":0.0015352695,"teacher_disagreement_score":0.0014259313,"about_ca_system_score_codex":0.00015598384,"about_ca_system_score_gemma":0.00012176961,"threshold_uncertainty_score":0.0040904284},"labels":[],"label_agreement":null},{"id":"W4391241806","doi":"10.1016/j.jfluidstructs.2024.104075","title":"The dynamics of cantilevered structures subject to axial flow","year":2024,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Cantilever; Flow (mathematics); Dynamics (music); Structural engineering; Mechanics; Engineering; Geometry; Physics; Mathematics; Acoustics","score_opus":0.0043808437096893495,"score_gpt":0.21671178120523268,"score_spread":0.21233093749554333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391241806","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9508651,0.00038507459,0.03303029,0.00083336176,0.0001098475,0.000041874642,0.00009848732,0.000058919664,0.014577043],"genre_scores_gemma":[0.9928396,0.00019324695,0.0013662868,0.00006372196,0.00003466565,0.000014762124,0.000053660744,0.000022230022,0.0054117707],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989057,0.000025854662,0.000003673117,0.000015427162,0.00003506506,0.000029367271],"domain_scores_gemma":[0.99955946,0.00019828549,0.000057802845,0.000016902748,0.00008476614,0.00008281976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038508917,0.00033140718,0.00038154807,0.0006220977,0.0005386126,0.0009100434,0.00046296732,0.0011673793,0.003751678],"category_scores_gemma":[0.0017670947,0.000341352,0.00027265455,0.00027399583,0.0012572855,0.0009896137,0.00091109757,0.00063295616,0.00028430726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00065840554,0.0003542689,0.010517022,0.00018689761,0.000088000816,0.0022303287,0.0016467981,0.70478183,0.14403938,0.1058318,0.003088851,0.02657646],"study_design_scores_gemma":[0.000023727705,0.000064648426,0.0051149772,0.0000126319865,0.0000059022555,0.00011357485,0.00015305966,0.9872687,0.001346238,0.0055075237,0.0003707283,0.000018254446],"about_ca_topic_score_codex":0.0026014464,"about_ca_topic_score_gemma":0.0013302604,"teacher_disagreement_score":0.003751678,"about_ca_system_score_codex":0.0003848581,"about_ca_system_score_gemma":0.00047941005,"threshold_uncertainty_score":0.012550592},"labels":[],"label_agreement":null},{"id":"W4391328050","doi":"10.20944/preprints202401.1962.v1","title":"Analytical Solution of a Forced Vibrating Tube Transporting Fluid","year":2024,"lang":"en","type":"preprint","venue":"Preprints.org","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Tube (container); Mechanics; Materials science; Physics; Composite material","score_opus":0.05780322572635649,"score_gpt":0.3057395394461391,"score_spread":0.2479363137197826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391328050","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.056875013,0.0004451871,0.93635315,0.00024807276,0.00015685239,0.000040250918,0.000035913235,0.00022356879,0.005621998],"genre_scores_gemma":[0.79927665,0.00072875834,0.17325082,0.00014485081,0.00012833891,0.00010794262,0.0000699986,0.000088112465,0.026204582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.999841,0.000038493512,0.0000054555962,0.000026078997,0.00007580556,0.000013140321],"domain_scores_gemma":[0.99980265,0.00008449973,0.000023061295,0.000014477804,0.00006474458,0.000010630785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027275467,0.00036280186,0.00035875765,0.00034332505,0.00024258344,0.0004115314,0.00049356825,0.00094972324,0.002234947],"category_scores_gemma":[0.0008514577,0.00017465155,0.00040380823,0.00014306561,0.00069734093,0.0004586162,0.0004166613,0.00037440387,0.00035999497],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012524531,0.00009836178,0.00067160925,0.0005757604,0.00006526712,0.001342068,0.00068830553,0.4131768,0.34206885,0.16421218,0.001999686,0.074975885],"study_design_scores_gemma":[0.000011591226,0.00006805892,0.00016493941,0.000018830158,0.000010247938,0.00024260528,0.00004126829,0.97441405,0.01184407,0.00950528,0.003663812,0.000015243849],"about_ca_topic_score_codex":0.00041553538,"about_ca_topic_score_gemma":0.00034101907,"teacher_disagreement_score":0.002234947,"about_ca_system_score_codex":0.00024428475,"about_ca_system_score_gemma":0.00044395233,"threshold_uncertainty_score":0.007476628},"labels":[],"label_agreement":null},{"id":"W4391384258","doi":"10.3390/vibration7010007","title":"Modelling and Control of Longitudinal Vibrations in a Radio Frequency Cavity","year":2024,"lang":"en","type":"article","venue":"Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"Simon Fraser University; TRIUMF","keywords":"Controllability; Vibration; Controller (irrigation); Radio frequency; Interference (communication); Observability; Electromagnetic interference; Computer science; Acoustics; Engineering; Control theory (sociology); Physics; Electronic engineering; Telecommunications; Control (management)","score_opus":0.01034681597247916,"score_gpt":0.213679569296076,"score_spread":0.20333275332359685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391384258","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.068870895,0.0002030435,0.92277336,0.00009436045,0.000031210686,0.00004568381,0.000047244313,0.0002640777,0.00767013],"genre_scores_gemma":[0.9790918,0.00022142586,0.016887452,0.00001536043,0.000008970373,0.000094282776,0.000027377813,0.0000141329165,0.0036391583],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986196,0.000029597151,0.000007716698,0.000030228259,0.00005240882,0.000018040118],"domain_scores_gemma":[0.99987113,0.00004542595,0.000041549138,0.000011614274,0.000024649562,0.0000054830875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025022516,0.00037810006,0.0002875441,0.0001589272,0.00024874206,0.0005296743,0.0005103798,0.00063138094,0.0009229106],"category_scores_gemma":[0.0003380384,0.00019294642,0.0003680047,0.0001048133,0.0004665511,0.00029549078,0.00043965282,0.00034910644,0.00018627798],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005397062,0.000025531019,0.0006481631,0.000079341655,0.0000142045155,0.00014047326,0.00013392232,0.9425652,0.038215835,0.007908229,0.00016970944,0.010045397],"study_design_scores_gemma":[0.0000043603986,0.00005034749,0.00023504288,0.0000051654747,0.0000040977816,0.00001662664,0.0000109034345,0.9970071,0.0017317892,0.0004463343,0.00048427464,0.0000039445135],"about_ca_topic_score_codex":0.003427991,"about_ca_topic_score_gemma":0.002117463,"teacher_disagreement_score":0.003427991,"about_ca_system_score_codex":0.00021891271,"about_ca_system_score_gemma":0.00052897655,"threshold_uncertainty_score":0.0068160295},"labels":[],"label_agreement":null},{"id":"W4391422599","doi":"10.1109/ias54024.2023.10406724","title":"Effects of Loading Levels on Harmonic Distortion in Power Transformers Due to GIC Flows","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Energie NB Power (Canada); University of New Brunswick","funders":"","keywords":"Total harmonic distortion; Transformer; Power system harmonics; Harmonic analysis; Electrical engineering; Harmonic; Geomagnetically induced current; Distortion (music); Physics; Electronic engineering; Acoustics; Engineering; Voltage; Magnetic field","score_opus":0.008102143239286439,"score_gpt":0.21587699212162395,"score_spread":0.20777484888233752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391422599","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9831146,0.00043579304,0.011924967,0.0001057905,0.000059178976,0.00005067748,0.00016075624,0.00034475513,0.003803446],"genre_scores_gemma":[0.99795973,0.0001350041,0.0013208893,0.000036331905,0.000013699199,0.000008584112,0.00011452317,0.000047279616,0.0003638999],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99838305,0.00044956867,0.00019732326,0.00017173508,0.00060754636,0.00019078354],"domain_scores_gemma":[0.98877025,0.0076022786,0.0014455677,0.00058509596,0.0013537942,0.00024307799],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007935272,0.00075597817,0.0005298066,0.00061859813,0.0005012175,0.0007391837,0.0005938072,0.0005479891,0.0027376178],"category_scores_gemma":[0.0059478316,0.00036191198,0.0004194953,0.0007490266,0.00086423557,0.00091078476,0.00044738752,0.0006725659,0.00054204185],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0070653227,0.0004278028,0.02357035,0.0009191735,0.00017680286,0.0028865058,0.0016604555,0.059744712,0.81768465,0.0010196012,0.001113078,0.08373151],"study_design_scores_gemma":[0.000122044126,0.0027756966,0.032737494,0.00007564434,0.00030523186,0.0014818999,0.00058816466,0.025906127,0.9333351,0.0004886763,0.002113482,0.00007043859],"about_ca_topic_score_codex":0.001315208,"about_ca_topic_score_gemma":0.0011448092,"teacher_disagreement_score":0.0027376178,"about_ca_system_score_codex":0.0009076046,"about_ca_system_score_gemma":0.00020294478,"threshold_uncertainty_score":0.009158194},"labels":[],"label_agreement":null},{"id":"W4391424951","doi":"10.1007/978-3-031-35471-7_20","title":"Effect of High Intensity Wind Loads on Steel Poles Transmission Lines","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Intensity (physics); Electric power transmission; Structural engineering; Materials science; Electrical engineering; Engineering; Physics; Optics","score_opus":0.003935249078472732,"score_gpt":0.19291147883261578,"score_spread":0.18897622975414305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391424951","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927261,0.00014218719,0.0014985034,0.000027319105,0.000028632441,0.000009761199,0.00007110962,0.00007235961,0.005424115],"genre_scores_gemma":[0.9979755,0.00008010794,0.00015475573,0.000008350122,0.000012660902,0.0000022088175,0.000047323265,0.000018649942,0.0017004537],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997893,0.000065067936,0.0000072057,0.000022599146,0.000066525914,0.000049397142],"domain_scores_gemma":[0.9983359,0.0011734787,0.00012017607,0.00007945956,0.00017108013,0.00011982713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018502893,0.00040126446,0.00043099298,0.00034807326,0.0004893867,0.00034429083,0.00029464456,0.00053620455,0.0091015445],"category_scores_gemma":[0.00091566256,0.00024439866,0.00031550275,0.00036443907,0.00039165272,0.00032975042,0.00023329817,0.00039101162,0.0006830501],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.020019783,0.001335547,0.017809017,0.00061627687,0.00021265648,0.004195269,0.0007610316,0.13513258,0.76048505,0.0011836122,0.002485566,0.055763554],"study_design_scores_gemma":[0.0007074956,0.011505017,0.44789004,0.00014046245,0.00066254224,0.0017035244,0.0027748288,0.13665423,0.3905432,0.001953023,0.005331343,0.00013426905],"about_ca_topic_score_codex":0.0016457699,"about_ca_topic_score_gemma":0.0019395283,"teacher_disagreement_score":0.0091015445,"about_ca_system_score_codex":0.00017888514,"about_ca_system_score_gemma":0.000075461554,"threshold_uncertainty_score":0.030447662},"labels":[],"label_agreement":null},{"id":"W4391463970","doi":"10.1177/10775463241230573","title":"A study on coupled edgewise and flapwise vibration modes of wind turbine blade","year":2024,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Blade (archaeology); Vibration; Structural engineering; Turbine blade; Turbine; Physics; Engineering; Acoustics; Aerospace engineering","score_opus":0.006915749178423157,"score_gpt":0.22399657386653743,"score_spread":0.21708082468811427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391463970","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8654382,0.00045817092,0.12836263,0.000052463198,0.000025747511,0.000030711497,0.000014622494,0.00004293935,0.005574515],"genre_scores_gemma":[0.99229914,0.00013003431,0.0064373496,0.000009310355,0.0000075066805,0.000008288972,0.000012702177,0.000007625257,0.0010880462],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999881,0.000021674046,0.0000035642176,0.00002732933,0.000054341428,0.000012034111],"domain_scores_gemma":[0.99986386,0.00006065862,0.000018984658,0.000013711259,0.00003153366,0.000011196622],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013948689,0.00025595372,0.00027298802,0.00016366996,0.00018996903,0.0001617306,0.00020724405,0.00032484872,0.00061444996],"category_scores_gemma":[0.00033172616,0.00012836009,0.00027230827,0.0001276076,0.00026271056,0.0003335159,0.00023649157,0.00017286734,0.0001006923],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032859918,0.00015610976,0.012652364,0.00048476702,0.000097114695,0.002629943,0.000983247,0.14151563,0.7362313,0.013616732,0.0004868101,0.0908173],"study_design_scores_gemma":[0.000023348257,0.00060785766,0.020976003,0.000034180925,0.000041288462,0.000977206,0.00033973443,0.9214289,0.04956629,0.0033932514,0.0025780187,0.000033950266],"about_ca_topic_score_codex":0.0002949982,"about_ca_topic_score_gemma":0.00033907883,"teacher_disagreement_score":0.00061444996,"about_ca_system_score_codex":0.00006198633,"about_ca_system_score_gemma":0.00009417553,"threshold_uncertainty_score":0.0020555854},"labels":[],"label_agreement":null},{"id":"W4391527887","doi":"10.1115/imece2023-112706","title":"Dynamics of Two Parallel Inverted Flags in Axial Flow","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flutter; Flag (linear algebra); Mechanics; Instability; Critical ionization velocity; Bifurcation; Physics; Choked flow; Flow (mathematics); Pitchfork bifurcation; Flow velocity; Potential flow; Euler's formula; Classical mechanics; Mathematics; Hopf bifurcation; Mathematical analysis; Aerodynamics; Nonlinear system; Supersonic speed","score_opus":0.009075872597587959,"score_gpt":0.22268485401222735,"score_spread":0.21360898141463938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391527887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98733366,0.000040441097,0.009942955,0.000056166395,0.000017560118,0.000009072451,0.0000129241735,0.000029690027,0.0025576204],"genre_scores_gemma":[0.9975891,0.000014030307,0.001479788,0.000011254837,0.000002415958,0.000005597522,0.000011798051,0.000002809947,0.00088325195],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999925,0.000008765638,0.0000023096836,0.000010587242,0.000022297789,0.00003108314],"domain_scores_gemma":[0.9998416,0.000018989467,0.000042843938,0.0000100312245,0.00002406492,0.00006250591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014458376,0.0002860356,0.00025640655,0.00042809293,0.000633142,0.0004609854,0.00044386595,0.0004933101,0.001260062],"category_scores_gemma":[0.00025279674,0.00021358777,0.00021904528,0.00015252555,0.00084263546,0.00041284887,0.0006417686,0.00031884346,0.00015017726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010475256,0.00041428366,0.021374693,0.00015099804,0.00008615153,0.0037217,0.00087754586,0.48032758,0.41563126,0.042187314,0.0013840491,0.032796867],"study_design_scores_gemma":[0.000031141193,0.00042640965,0.0048263767,0.000011764782,0.000012060833,0.00022032489,0.0002128222,0.9798907,0.010873093,0.0027109187,0.0007515653,0.000032842196],"about_ca_topic_score_codex":0.0015914008,"about_ca_topic_score_gemma":0.0007811282,"teacher_disagreement_score":0.0015914008,"about_ca_system_score_codex":0.00039436092,"about_ca_system_score_gemma":0.0004425702,"threshold_uncertainty_score":0.0042153597},"labels":[],"label_agreement":null},{"id":"W4391527892","doi":"10.1115/imece2023-115154","title":"Dynamics of a Confined Cantilevered Pipe Concurrently Subjected to Internal and External Axial Flows: A Computational Study","year":2023,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Cantilever; Dynamics (music); Computational fluid dynamics; Mechanics; Structural engineering; Computer science; Physics; Materials science; Engineering; Acoustics","score_opus":0.008996828192300447,"score_gpt":0.23911673198797181,"score_spread":0.23011990379567138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391527892","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98856854,0.00004182865,0.00815315,0.00007877954,0.000012906986,0.000027224209,0.00007180303,0.00007483728,0.0029709039],"genre_scores_gemma":[0.99735427,0.000025951718,0.0016956289,0.000012249795,0.0000030342092,0.000018931103,0.00004643487,0.000011979891,0.00083154184],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998691,0.000021586304,0.000005088461,0.000024268746,0.00004540251,0.00003442761],"domain_scores_gemma":[0.9996413,0.00019321637,0.000039223116,0.00003882172,0.000045116605,0.000042288895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027694786,0.0003134843,0.0006461103,0.00038529368,0.00067890476,0.00068023533,0.0005661875,0.0008485509,0.0017756205],"category_scores_gemma":[0.00078319357,0.00021998023,0.00043658735,0.00027442983,0.0013547821,0.00039826622,0.00060380716,0.00037721155,0.00013738607],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027260245,0.00020828725,0.007576332,0.00009835997,0.00004110402,0.0011143859,0.00033878285,0.92114717,0.06082654,0.0020011896,0.0003270172,0.0060483394],"study_design_scores_gemma":[0.000023858542,0.00018098207,0.0024389708,0.0000062794447,0.000008950349,0.00006446366,0.000103074555,0.99221945,0.004562744,0.0001712357,0.00020747578,0.000012499284],"about_ca_topic_score_codex":0.0037565574,"about_ca_topic_score_gemma":0.002034272,"teacher_disagreement_score":0.0037565574,"about_ca_system_score_codex":0.00033991627,"about_ca_system_score_gemma":0.0005616653,"threshold_uncertainty_score":0.007469356},"labels":[],"label_agreement":null},{"id":"W4391546658","doi":"10.1007/978-3-031-34027-7_6","title":"Detection of Local Buckling in Thin-Walled Hollow Structural Steel Sections Using Fibre Optic Cables","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Buckling; Materials science; Structural engineering; Composite material; Engineering","score_opus":0.006884206411858052,"score_gpt":0.19806308594849575,"score_spread":0.1911788795366377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391546658","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9772807,0.00025246965,0.020568047,0.000029721068,0.000015140162,0.000016254504,0.00009423068,0.00019831333,0.0015451141],"genre_scores_gemma":[0.98948824,0.0001567651,0.008314969,0.000017190083,0.000015125196,0.000010931445,0.0000731066,0.000022818705,0.0019008998],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988663,0.00001222728,0.0000022469249,0.000025799487,0.000054167158,0.000019003637],"domain_scores_gemma":[0.99948174,0.000250344,0.00009846543,0.000030888525,0.00008017354,0.00005845206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014740604,0.00033842452,0.00024340987,0.00060936186,0.00028558436,0.00020200651,0.00041616213,0.0004769178,0.0012661875],"category_scores_gemma":[0.00033883468,0.00022617416,0.00012452886,0.00036434372,0.0003674422,0.00036161454,0.000292514,0.00024581578,0.0002331272],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046339646,0.000041599502,0.006743938,0.00008447451,0.000015111365,0.00020279926,0.00015826362,0.0018964205,0.9663979,0.00010829604,0.00015904874,0.023728834],"study_design_scores_gemma":[0.00007054313,0.001401134,0.23999949,0.000074708325,0.000069884234,0.0016319145,0.00058381585,0.08962226,0.6647968,0.0004814747,0.0011838721,0.00008407072],"about_ca_topic_score_codex":0.0011855395,"about_ca_topic_score_gemma":0.003957401,"teacher_disagreement_score":0.0012661875,"about_ca_system_score_codex":0.00024626782,"about_ca_system_score_gemma":0.00015694913,"threshold_uncertainty_score":0.004235804},"labels":[],"label_agreement":null},{"id":"W4391639520","doi":"10.1149/ma2023-02121099mtgabs","title":"Dynamic Change in Throwing Power for the Cu-to-Carbon Steel Galvanic Couple in the Presence of Bentonite","year":2023,"lang":"en","type":"article","venue":"ECS Meeting Abstracts","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"","keywords":"Galvanic cell; Throwing; Bentonite; Carbon steel; Materials science; Power (physics); Carbon fibers; Metallurgy; Composite material; Engineering; Chemical engineering; Mechanical engineering; Physics; Thermodynamics; Corrosion","score_opus":0.019106660784457167,"score_gpt":0.26301438020579676,"score_spread":0.2439077194213396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391639520","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99754554,0.0003936399,0.0013799046,0.000036873258,0.00001745744,0.000010172041,0.00010747748,0.00004112215,0.00046770845],"genre_scores_gemma":[0.99829584,0.00018959938,0.0008428242,0.000024256664,0.000008005707,0.000008700445,0.00007479028,0.000009900258,0.000546085],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995578,0.000044747165,0.000025496945,0.00015068491,0.00015318651,0.00006804505],"domain_scores_gemma":[0.9995665,0.00013572168,0.0000831997,0.000033993612,0.00014077792,0.000039905226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029933255,0.0005510687,0.0005355607,0.0003084404,0.00018440226,0.0005078592,0.0005262034,0.00067510223,0.00096226076],"category_scores_gemma":[0.00079190877,0.00017132846,0.0002410946,0.0003877102,0.00042486863,0.00054387306,0.00027143036,0.0006911379,0.0002608245],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013823995,0.000019782168,0.0003993915,0.000044024266,0.000010069257,0.00008583816,0.00006313581,0.00015857241,0.99741495,0.000023965182,0.000026064467,0.0016158912],"study_design_scores_gemma":[0.000007496425,0.0005532216,0.0063359435,0.000005715998,0.000013677788,0.00008153431,0.00011526023,0.0024476207,0.989981,0.000021892403,0.00042587824,0.00001065274],"about_ca_topic_score_codex":0.0008365123,"about_ca_topic_score_gemma":0.0010531477,"teacher_disagreement_score":0.00096226076,"about_ca_system_score_codex":0.0004033902,"about_ca_system_score_gemma":0.00014310627,"threshold_uncertainty_score":0.003219068},"labels":[],"label_agreement":null},{"id":"W4392120468","doi":"10.48550/arxiv.2402.14112","title":"Nonlinear longitudinal current of band-geometric origin in wires of finite thickness","year":2024,"lang":"en","type":"preprint","venue":"arXiv (Cornell University)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Canada First Research Excellence Fund","keywords":"Nonlinear system; Current (fluid); Mechanics; Materials science; Condensed matter physics; Physics; Geometry; Mathematics; Quantum mechanics; Thermodynamics","score_opus":0.05764868999006478,"score_gpt":0.20769178411502304,"score_spread":0.15004309412495825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392120468","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8255681,0.0008827516,0.13799234,0.001113517,0.00010256717,0.000047336816,0.00008278274,0.000450214,0.033760432],"genre_scores_gemma":[0.9876088,0.00025672375,0.0054937885,0.000063277024,0.00004117927,0.000020798601,0.000029430368,0.000040715397,0.006445221],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99995077,0.000013247691,0.0000012361702,0.000010241788,0.000014305194,0.000010259687],"domain_scores_gemma":[0.999845,0.000059195474,0.00003634033,0.000016551912,0.000024830519,0.000018107085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014909814,0.00040013305,0.00016301752,0.00039312334,0.00029051848,0.0005399025,0.0003780053,0.00052305526,0.0011692853],"category_scores_gemma":[0.0005397664,0.00015252193,0.00018100411,0.00017324374,0.0013921898,0.00065232266,0.00036283434,0.00042389164,0.00025680388],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001712471,0.00016295291,0.0051086415,0.00034022922,0.000030540865,0.0015275911,0.0006449628,0.1070339,0.18375061,0.68672943,0.0021758303,0.012324003],"study_design_scores_gemma":[0.00001771129,0.00010466124,0.0034276114,0.000026198719,0.000010191323,0.0004585829,0.0001069106,0.83321327,0.019258324,0.14200667,0.0013359517,0.00003395734],"about_ca_topic_score_codex":0.00042386013,"about_ca_topic_score_gemma":0.0004418622,"teacher_disagreement_score":0.0011692853,"about_ca_system_score_codex":0.00037840407,"about_ca_system_score_gemma":0.00020608521,"threshold_uncertainty_score":0.003911674},"labels":[],"label_agreement":null},{"id":"W4392149374","doi":"","title":"Nonlinear passive control of galloping of overhead transmission lines: design and numerical verifications","year":2023,"lang":"fr","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Overhead (engineering); Electric power transmission; Nonlinear system; Transmission (telecommunications); Computer science; Control theory (sociology); Engineering; Control (management); Electronic engineering; Physics; Electrical engineering","score_opus":0.012390372842816516,"score_gpt":0.22384185037981597,"score_spread":0.21145147753699944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392149374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.65238607,0.00035216764,0.32180327,0.00021874784,0.00005240219,0.00018971512,0.00007241329,0.00044929583,0.024475852],"genre_scores_gemma":[0.99264926,0.00004913257,0.0053575146,0.0000068295535,0.0000037324778,0.000037050126,0.000010487518,0.000012346268,0.0018735658],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998554,0.00004322461,0.0000072401017,0.000022343085,0.000053045926,0.000018739482],"domain_scores_gemma":[0.9992398,0.00044875522,0.00010696318,0.000047783455,0.00013372375,0.000022958522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005321007,0.00044950587,0.00044075225,0.00022945025,0.00035926627,0.0007271351,0.00055592007,0.0008085349,0.002015583],"category_scores_gemma":[0.0011587815,0.00023701235,0.00030946068,0.00014007563,0.0006333258,0.00035644847,0.00040130405,0.0003611555,0.00019520566],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024092,0.00011843687,0.000746006,0.00029765998,0.000021122667,0.00010222231,0.00021685085,0.9369844,0.04075797,0.0032285687,0.0002140136,0.017071785],"study_design_scores_gemma":[0.000016618915,0.00011126729,0.00019316841,0.000005225121,0.000006376543,0.0000066666717,0.000016677865,0.9963983,0.002858244,0.00017511212,0.00020876867,0.0000035915807],"about_ca_topic_score_codex":0.0041961265,"about_ca_topic_score_gemma":0.003602747,"teacher_disagreement_score":0.0041961265,"about_ca_system_score_codex":0.00041681444,"about_ca_system_score_gemma":0.0004027865,"threshold_uncertainty_score":0.008343399},"labels":[],"label_agreement":null},{"id":"W4392172253","doi":"10.1007/978-981-99-7958-5_11","title":"Multi-scale Dynamics and Nonlinear Eigenvalue Problem of Heterogeneous Metastructures Using a Wave Finite Element Scheme and Modal Strain Energy Method","year":2024,"lang":"en","type":"book-chapter","venue":"Springer proceedings in physics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Wavenumber; Dissipative system; Dissipation; Nonlinear system; Eigenvalues and eigenvectors; Finite element method; Physics; Mathematical analysis; Classical mechanics; Mathematics; Optics; Quantum mechanics","score_opus":0.015977008490051448,"score_gpt":0.2382871822320739,"score_spread":0.22231017374202244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392172253","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06238668,0.0007971311,0.91183525,0.00073588657,0.00020489463,0.000102932616,0.00011022246,0.00018477035,0.023642227],"genre_scores_gemma":[0.688496,0.0010102519,0.25862622,0.00023750581,0.00026444343,0.00035324265,0.00020623708,0.00039490472,0.050411157],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998487,0.000048083504,0.000008129109,0.000025795556,0.00005362205,0.000015633685],"domain_scores_gemma":[0.9996941,0.00017452156,0.000027949502,0.000031199408,0.000044928045,0.000027256527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045293762,0.00064788683,0.00087153254,0.00063716876,0.0006070599,0.0011829946,0.0014098133,0.0012704923,0.0030010743],"category_scores_gemma":[0.0008901301,0.0005017761,0.0008578819,0.0005634138,0.0014657681,0.0018468045,0.0014648108,0.0013172895,0.0003896068],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006536082,0.00013432841,0.000530626,0.00017042873,0.000044303313,0.00019351169,0.00025321133,0.6961202,0.015537613,0.26297405,0.0019432002,0.02203316],"study_design_scores_gemma":[0.0000036314593,0.0000059214617,0.00007191953,0.0000034255893,0.0000018158515,0.000014462502,0.000017499193,0.9839512,0.00024179966,0.015239224,0.00044354607,0.0000054980324],"about_ca_topic_score_codex":0.002319165,"about_ca_topic_score_gemma":0.003336114,"teacher_disagreement_score":0.0030010743,"about_ca_system_score_codex":0.00058051816,"about_ca_system_score_gemma":0.0005290242,"threshold_uncertainty_score":0.010039568},"labels":[],"label_agreement":null},{"id":"W4392246633","doi":"10.1016/j.tws.2024.111758","title":"Theoretical and numerical investigations on dynamic stability of viscoelastic columns with semi-rigid connections","year":2024,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Viscoelasticity; Rigidity (electromagnetism); Parametric statistics; Numerical analysis; Vibration; Mechanics; Stability (learning theory); Structural engineering; Mathematics; Materials science; Computer science; Mathematical analysis; Physics; Engineering","score_opus":0.004438464266913379,"score_gpt":0.21559893388899334,"score_spread":0.21116046962207996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392246633","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7273518,0.0029426618,0.1857346,0.0007548168,0.00014991645,0.000059196576,0.00014858562,0.00022028852,0.082638055],"genre_scores_gemma":[0.9920127,0.000487563,0.0045795604,0.00003121047,0.000033775934,0.00001923357,0.000027043328,0.000021078344,0.0027877984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998485,0.00004252104,0.0000058028004,0.000019047093,0.00005859654,0.000025478055],"domain_scores_gemma":[0.99935085,0.0003772607,0.00008703035,0.000056663386,0.00008650507,0.00004166843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000381768,0.0004360772,0.00045273796,0.0011532468,0.00072212174,0.0007344577,0.0009075631,0.0010032979,0.0034145815],"category_scores_gemma":[0.002421621,0.00031676833,0.00045713113,0.0006226464,0.0019694366,0.0010599969,0.0006953633,0.0006157547,0.0002966294],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000726306,0.00007308725,0.0009139602,0.000150054,0.000021566939,0.00023004407,0.00018040976,0.88851434,0.010203356,0.090495035,0.00043481885,0.008710749],"study_design_scores_gemma":[0.0000047944045,0.000015817168,0.0002949556,0.000013087594,0.0000034622428,0.000034568406,0.000035399346,0.9932473,0.0006159658,0.0055068,0.00022186076,0.0000059675754],"about_ca_topic_score_codex":0.0013379877,"about_ca_topic_score_gemma":0.0011569941,"teacher_disagreement_score":0.0034145815,"about_ca_system_score_codex":0.00035726733,"about_ca_system_score_gemma":0.00035498315,"threshold_uncertainty_score":0.011422873},"labels":[],"label_agreement":null},{"id":"W4392435463","doi":"10.1016/j.engstruct.2024.117727","title":"Dynamic response of conductors during transmission tower failure under downburst loads","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tower; Electrical conductor; Transmission tower; Structural engineering; Transmission (telecommunications); Engineering; Electric power transmission; Electrical engineering","score_opus":0.002583532726308686,"score_gpt":0.1979622656318533,"score_spread":0.1953787329055446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392435463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99889153,0.0000135912,0.00050251227,0.000010986846,0.000004343503,0.0000028571196,0.00005985731,0.000024801564,0.0004894704],"genre_scores_gemma":[0.9997004,0.000005514299,0.000050524395,0.0000020520713,0.0000010159022,0.0000016559264,0.00004867343,0.000003999575,0.00018618972],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998921,0.00001741779,0.000004399906,0.000020714931,0.000029839686,0.000035483186],"domain_scores_gemma":[0.9994518,0.00023338331,0.00006740054,0.000033704433,0.00011850504,0.000095112744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016692108,0.00022424011,0.00029093894,0.00043066056,0.00035132605,0.00026107652,0.00023159852,0.00039580432,0.002192563],"category_scores_gemma":[0.0008013963,0.00013286242,0.00014403473,0.00019101979,0.00033727245,0.00024968394,0.00021890062,0.00030443066,0.00034293951],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008379117,0.00043590507,0.104069896,0.00023602726,0.00008931822,0.0046906644,0.00281703,0.07220447,0.7700911,0.00043501574,0.0019984003,0.034552976],"study_design_scores_gemma":[0.00010538354,0.003055251,0.65354186,0.00006301819,0.000072742696,0.0009568259,0.002876231,0.2599538,0.07749245,0.00028580384,0.0015227476,0.0000739621],"about_ca_topic_score_codex":0.0022735363,"about_ca_topic_score_gemma":0.0019886314,"teacher_disagreement_score":0.0022735363,"about_ca_system_score_codex":0.0001975488,"about_ca_system_score_gemma":0.00009358825,"threshold_uncertainty_score":0.0073348284},"labels":[],"label_agreement":null},{"id":"W4392899143","doi":"10.1016/j.ymssp.2024.111307","title":"A computationally efficient method for dynamic response analyses of accessory drive systems using harmonic balance method together with alternating frequency/time domain technique","year":2024,"lang":"en","type":"article","venue":"Mechanical Systems and Signal Processing","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Dynamic balance; Harmonic balance; Frequency domain; Control theory (sociology); Time domain; Harmonic; Frequency response; Computer science; Alternating current; Electronic engineering; Engineering; Acoustics; Physics; Electrical engineering; Nonlinear system; Voltage; Mechanical engineering","score_opus":0.022130860357617917,"score_gpt":0.32807037418869295,"score_spread":0.30593951383107504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392899143","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0011113889,0.000030299621,0.9978288,0.000011588483,0.000011947757,0.000017327098,0.000015994226,0.00023814892,0.00073454366],"genre_scores_gemma":[0.06319791,0.00014139967,0.9304063,0.000043755474,0.000032414504,0.00023719629,0.00015136095,0.00022830207,0.0055613406],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998461,0.000030049634,0.00000721476,0.000017443219,0.00008902351,0.00001013265],"domain_scores_gemma":[0.99977916,0.00009442222,0.000013328529,0.000024164583,0.000078257115,0.000010656459],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024882675,0.0006570954,0.00047748594,0.0005567826,0.00053079025,0.00040713584,0.0007819791,0.00053961744,0.0066949856],"category_scores_gemma":[0.0005693709,0.0002866966,0.0003660132,0.00042463074,0.00022631155,0.000580304,0.00048585626,0.00067363336,0.0021584518],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015941822,0.00017311536,0.00045568452,0.00041220683,0.000077285426,0.00020980247,0.00017588178,0.10584241,0.16724457,0.0278897,0.006625475,0.6907345],"study_design_scores_gemma":[0.000027862223,0.00007439562,0.0003928448,0.000016775362,0.000020104113,0.00015647284,0.00002774431,0.97274244,0.012387351,0.004502732,0.009631279,0.000019974806],"about_ca_topic_score_codex":0.0021702265,"about_ca_topic_score_gemma":0.004629909,"teacher_disagreement_score":0.0066949856,"about_ca_system_score_codex":0.00015410718,"about_ca_system_score_gemma":0.00054989074,"threshold_uncertainty_score":0.022396922},"labels":[],"label_agreement":null},{"id":"W4392910988","doi":"10.1103/physrevaccelbeams.27.031601","title":"High-power test results for a cylindrical-shell silicon carbide higher-order-mode damper","year":2024,"lang":"en","type":"article","venue":"Physical Review Accelerators and Beams","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Brookhaven National Laboratory; Laboratory Directed Research and Development; TRIUMF; U.S. Department of Energy","keywords":"Damper; Silicon carbide; Shell (structure); Materials science; Power (physics); Mode (computer interface); Structural engineering; Test (biology); Composite material; Physics; Computer science; Engineering; Geology","score_opus":0.0118675797566709,"score_gpt":0.27827772480489305,"score_spread":0.26641014504822214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392910988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97773176,0.00032412083,0.017799305,0.0001508494,0.00007837705,0.00016992122,0.00023503284,0.0006669048,0.0028437036],"genre_scores_gemma":[0.98526627,0.00010609082,0.009082277,0.00004552104,0.000013314456,0.000060803613,0.00016312582,0.00009142008,0.0051712333],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992299,0.00009522404,0.00003187486,0.00011183768,0.00044042358,0.000090703674],"domain_scores_gemma":[0.99848926,0.00038062868,0.00014974794,0.00018229093,0.00066053425,0.00013760437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010096389,0.00046976825,0.00031898243,0.00056822185,0.00032587422,0.00038401267,0.0005804822,0.0005696507,0.0022346908],"category_scores_gemma":[0.0016928465,0.00017865961,0.00031200988,0.0002634648,0.00034695497,0.00051739154,0.00027713669,0.0003794766,0.0006594512],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006224838,0.0003221449,0.0028350197,0.00019744654,0.00003922309,0.00045074325,0.0006773146,0.003611051,0.9650202,0.0004216176,0.0017283137,0.024074443],"study_design_scores_gemma":[0.00017685506,0.011484914,0.024296736,0.000033870172,0.00006170998,0.0004895949,0.0003390676,0.026716115,0.92532235,0.00014007022,0.010874564,0.00006424599],"about_ca_topic_score_codex":0.00057166186,"about_ca_topic_score_gemma":0.00092634023,"teacher_disagreement_score":0.0022346908,"about_ca_system_score_codex":0.00034513028,"about_ca_system_score_gemma":0.00021677748,"threshold_uncertainty_score":0.0074757934},"labels":[],"label_agreement":null},{"id":"W4393142380","doi":"10.3390/app14072697","title":"Stability Evaluation of a Simplified Reclaimer Using Fluid–Structure Interaction","year":2024,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Vale Canada Limited","keywords":"Computer science","score_opus":0.06078436011460304,"score_gpt":0.3177596290078695,"score_spread":0.2569752688932665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393142380","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9177253,0.000120063654,0.077101104,0.000044683165,0.000019656158,0.00004109479,0.00007653189,0.00023870174,0.0046327836],"genre_scores_gemma":[0.9934001,0.000036518664,0.0056076054,0.0000033782535,0.0000019168162,0.000012679552,0.000036926867,0.000012958175,0.0008880554],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983215,0.00002053361,0.000007456202,0.000031311985,0.00008425831,0.000024230225],"domain_scores_gemma":[0.99968636,0.0001179384,0.000065688946,0.00005485921,0.000059189693,0.000015956386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023424992,0.00035726174,0.00047693192,0.00038178675,0.0003856665,0.00046421855,0.0005387995,0.0006829128,0.0010793384],"category_scores_gemma":[0.0006040133,0.00019220184,0.0004574528,0.00018175798,0.0005181946,0.00045715703,0.00032889267,0.0002543719,0.00019097533],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014857377,0.000059530223,0.002923038,0.00009788327,0.000018236418,0.00025785094,0.00016117167,0.9158379,0.06763742,0.001980361,0.0001675099,0.010710543],"study_design_scores_gemma":[0.000009354629,0.00012111546,0.0015027972,0.0000041607223,0.000007015279,0.000051287327,0.000028375245,0.9850771,0.012497153,0.0001810041,0.0005115041,0.0000091564925],"about_ca_topic_score_codex":0.0020306828,"about_ca_topic_score_gemma":0.0012913973,"teacher_disagreement_score":0.0020306828,"about_ca_system_score_codex":0.0004488957,"about_ca_system_score_gemma":0.00037170795,"threshold_uncertainty_score":0.0040376782},"labels":[],"label_agreement":null},{"id":"W4394582815","doi":"10.1007/s11071-024-09403-3","title":"Nonlinear free vibrations of Timoshenko–Ehrenfest beams using finite element analysis and direct scheme","year":2024,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Finite element method; Vibration; Nonlinear system; Timoshenko beam theory; Scheme (mathematics); Physics; Classical mechanics; Mathematical analysis; Mathematics; Mechanics; Structural engineering; Engineering; Acoustics; Quantum mechanics","score_opus":0.009322006858310075,"score_gpt":0.24153747385588972,"score_spread":0.23221546699757964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394582815","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2282946,0.0004894704,0.7472425,0.00024438917,0.00011591498,0.00009428442,0.00011423222,0.00013965544,0.023264892],"genre_scores_gemma":[0.84684736,0.00037116892,0.12938859,0.000082566155,0.000049821385,0.00014195025,0.000108556516,0.00008440204,0.022925483],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998611,0.000046546964,0.0000070600063,0.000017213857,0.000054739077,0.000013370146],"domain_scores_gemma":[0.9998241,0.00007917635,0.000018060764,0.000030023535,0.000034163597,0.000014441696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003997899,0.0004761531,0.00052306324,0.00042228823,0.00036599662,0.00046093928,0.0007950235,0.0008384874,0.0029405106],"category_scores_gemma":[0.0008041046,0.00030968146,0.0005333674,0.0003392701,0.0008301614,0.0007958072,0.0007361731,0.0006318119,0.00050590315],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002855994,0.00020581037,0.0016653456,0.00033464326,0.0000853623,0.0003837556,0.00071112165,0.68473303,0.06464099,0.17679243,0.001479852,0.06868207],"study_design_scores_gemma":[0.000009419072,0.000017024258,0.00022599132,0.000008484415,0.0000038889816,0.000027040152,0.00001901932,0.9923807,0.0016721359,0.0050360463,0.0005926713,0.000007649614],"about_ca_topic_score_codex":0.0015211992,"about_ca_topic_score_gemma":0.002170235,"teacher_disagreement_score":0.0029405106,"about_ca_system_score_codex":0.00033070397,"about_ca_system_score_gemma":0.00038006765,"threshold_uncertainty_score":0.009836972},"labels":[],"label_agreement":null},{"id":"W4394858293","doi":"10.1016/j.tws.2024.111894","title":"Finite element analysis for free vibration of pipes conveying fluids–physical significance of complex mode shapes","year":2024,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; Alberta Energy; University of Ottawa","funders":"Mitacs; TransCanada PipeLines Limited","keywords":"Eigenvalues and eigenvectors; Finite element method; Vibration; Tracing; Normal mode; Quadratic equation; Mode (computer interface); Mathematical analysis; Hermitian matrix; Mathematics; Physics; Geometry; Computer science; Acoustics; Structural engineering; Engineering; Pure mathematics","score_opus":0.016630617405511885,"score_gpt":0.26231809364982994,"score_spread":0.24568747624431805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394858293","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21146551,0.00034356388,0.7816944,0.00021083697,0.000037236518,0.000035612207,0.000046154546,0.00012414245,0.006042568],"genre_scores_gemma":[0.94661415,0.0002943576,0.04461194,0.000045329547,0.000025846477,0.00005677244,0.000054996144,0.00007475589,0.008221768],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998702,0.00004293167,0.000004166204,0.000014249294,0.000055660064,0.000012813503],"domain_scores_gemma":[0.99954623,0.0003247077,0.000033836706,0.000023224577,0.000055812303,0.000016224163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003806948,0.00039931983,0.00035997847,0.0004891971,0.00023907587,0.00048737676,0.00053251296,0.00094081607,0.00154945],"category_scores_gemma":[0.0015806268,0.00026027055,0.00039710727,0.00023581093,0.0008027282,0.0005109466,0.0004315782,0.0005249212,0.00024343215],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007973239,0.000055216,0.00063532713,0.000077518205,0.000020701558,0.00008876664,0.00018333142,0.9333253,0.029328262,0.018285906,0.0002695959,0.01765047],"study_design_scores_gemma":[0.000002345815,0.000011901652,0.00016802494,0.0000034881143,0.0000016373162,0.000012848152,0.0000144828655,0.99720544,0.0010881535,0.0013417494,0.00014649177,0.000003376041],"about_ca_topic_score_codex":0.0012932282,"about_ca_topic_score_gemma":0.0009715446,"teacher_disagreement_score":0.00154945,"about_ca_system_score_codex":0.00023778623,"about_ca_system_score_gemma":0.00031408083,"threshold_uncertainty_score":0.0051834583},"labels":[],"label_agreement":null},{"id":"W4395110741","doi":"10.1115/1.4065366","title":"Effect of Pitch Ratio and Tube Support Conditions on the Dynamic Behavior of a Low Mass-Damping Parameter Parallel Triangular Array","year":2024,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Safety Commission; McMaster University; University of Guelph","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tube (container); Mass ratio; Damping ratio; Materials science; Mechanics; Control theory (sociology); Physics; Acoustics; Computer science; Composite material; Vibration; Astrophysics; Artificial intelligence","score_opus":0.004664501683554408,"score_gpt":0.24560261534607614,"score_spread":0.24093811366252174,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395110741","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99731296,0.00008471675,0.0021636977,0.000013473265,0.000008140882,0.000009026934,0.000026694017,0.000039397095,0.00034191334],"genre_scores_gemma":[0.99911183,0.000020892427,0.0007677342,0.0000036290503,0.0000013561533,0.0000031844402,0.000011911016,0.0000047345325,0.00007473992],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997336,0.000035250116,0.000025012196,0.00007398836,0.00008016606,0.000051932548],"domain_scores_gemma":[0.998287,0.00093692093,0.00029170085,0.00014410028,0.0002101343,0.00013003882],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038493628,0.0002860967,0.00029162073,0.00034129585,0.0002067124,0.00043559255,0.00024755695,0.00027917817,0.0020819919],"category_scores_gemma":[0.0021689248,0.0001631581,0.00010019472,0.0001519129,0.00039294484,0.00041175762,0.00024692708,0.00026615566,0.00019677126],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086049805,0.0000719751,0.0018379826,0.000074512944,0.000007319696,0.00018034739,0.00010261078,0.003432121,0.98668927,0.00010140933,0.000056149336,0.0065858113],"study_design_scores_gemma":[0.00003017627,0.0018255464,0.009571508,0.000015589929,0.00001875867,0.000090747824,0.00015904669,0.018692702,0.9691227,0.000057508976,0.00039843016,0.000017332992],"about_ca_topic_score_codex":0.00020987069,"about_ca_topic_score_gemma":0.00030349754,"teacher_disagreement_score":0.0020819919,"about_ca_system_score_codex":0.00010857589,"about_ca_system_score_gemma":0.00012387309,"threshold_uncertainty_score":0.006964922},"labels":[],"label_agreement":null},{"id":"W4396238213","doi":"10.2316/j.2024.203-0519","title":"FATIGUE PERFORMANCE OF POWER TRANSMISSION TOWER SYSTEM BASED ON WIND VIBRATION FATIGUE, 1-8.","year":2024,"lang":"en","type":"article","venue":"International Journal of Power and Energy Systems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tower; Transmission tower; Vibration; Structural engineering; Power transmission; Vibration fatigue; Transmission (telecommunications); Power (physics); Fatigue testing; Acoustics; Electrical engineering; Engineering; Physics","score_opus":0.007305850294689516,"score_gpt":0.21969136796364694,"score_spread":0.2123855176689574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396238213","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942358,0.00024427412,0.004355635,0.000028589888,0.000017301625,0.000011789642,0.0001499764,0.00014037227,0.0008162495],"genre_scores_gemma":[0.9992781,0.000043996606,0.000266064,0.0000033895687,0.0000021010674,0.0000038593093,0.00013757826,0.000004381812,0.00026052105],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989736,0.000018717408,0.000006647719,0.000016031816,0.000038634633,0.00002254093],"domain_scores_gemma":[0.9996425,0.000098820536,0.00005045988,0.00003952276,0.0001348657,0.00003388624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025465025,0.00048760814,0.00033663222,0.00030634034,0.00029099392,0.00014349913,0.00028572517,0.00044492143,0.002439863],"category_scores_gemma":[0.0005639217,0.00016444648,0.00037165426,0.00012734419,0.00014342307,0.00032695092,0.00013600793,0.00023707177,0.00038576944],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002465985,0.00042727852,0.032120097,0.00069038774,0.00031963649,0.0009924277,0.000512095,0.26825765,0.6401308,0.00036387978,0.002344469,0.051375277],"study_design_scores_gemma":[0.00005931151,0.0044233794,0.11903171,0.000036627847,0.0001474012,0.00038310303,0.00012658264,0.81303537,0.061842006,0.0002008332,0.00066721643,0.00004647261],"about_ca_topic_score_codex":0.0027258252,"about_ca_topic_score_gemma":0.0038052534,"teacher_disagreement_score":0.0027258252,"about_ca_system_score_codex":0.00020537688,"about_ca_system_score_gemma":0.000093925395,"threshold_uncertainty_score":0.008162141},"labels":[],"label_agreement":null},{"id":"W4396701152","doi":"10.11159/icsect24.145","title":"Effect of a Long-Duration Irregular Excitation on the Dynamic Behavior of a Vertically Baffled Base-Isolated Rectangular Fluid Container","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Institute of Technology Rourkela","keywords":"Container (type theory); Base (topology); Excitation; Materials science; Structural engineering; Mechanics; Composite material; Engineering; Physics; Mathematics; Electrical engineering","score_opus":0.002383715060012305,"score_gpt":0.18407298276100667,"score_spread":0.18168926770099436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396701152","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9903115,0.000041755316,0.008588856,0.00002112929,0.0000105099125,0.000004727941,0.0000125426495,0.00006773234,0.0009412237],"genre_scores_gemma":[0.9993291,0.000016607484,0.0004908471,0.0000031937802,8.576299e-7,0.0000017353638,0.000007666122,0.0000037530071,0.00014632977],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999397,0.000010337309,0.000003120259,0.000009733107,0.00001697709,0.000020173102],"domain_scores_gemma":[0.9997334,0.00014374495,0.00004663134,0.000022848388,0.000019601668,0.000033806202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011233368,0.00027739364,0.00021781112,0.00010682837,0.00015870128,0.00023732416,0.00020247664,0.00027604762,0.00075970317],"category_scores_gemma":[0.00047227065,0.00009548135,0.0001824788,0.000066114284,0.00039756048,0.00018046575,0.00030813736,0.00019896256,0.00010143736],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010589239,0.00009910871,0.00406646,0.0001561227,0.000030202016,0.0010797866,0.00020169951,0.22037205,0.7588849,0.0005718762,0.00013792464,0.013341],"study_design_scores_gemma":[0.000030721993,0.000733073,0.009869256,0.00001731887,0.000038845275,0.00017192904,0.00021075594,0.7309808,0.25717583,0.00014440398,0.00060085586,0.000026155227],"about_ca_topic_score_codex":0.00079419557,"about_ca_topic_score_gemma":0.00068479433,"teacher_disagreement_score":0.00079419557,"about_ca_system_score_codex":0.00015389279,"about_ca_system_score_gemma":0.00017897437,"threshold_uncertainty_score":0.0025414228},"labels":[],"label_agreement":null},{"id":"W4398793206","doi":"10.1016/j.jweia.2024.105779","title":"Predicting distribution of aeolian vibration amplitude of undamped overhead transmission lines","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hydro-Québec; Université de Sherbrooke; McGill University","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Overhead (engineering); Vibration; Electric power transmission; Transmission (telecommunications); Amplitude; Structural engineering; Aeolian processes; Distribution (mathematics); Acoustics; Physics; Engineering; Geology; Telecommunications; Optics; Electrical engineering; Mathematical analysis; Mathematics; Geomorphology","score_opus":0.01104975817548972,"score_gpt":0.21226109317198025,"score_spread":0.20121133499649052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398793206","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942021,0.000022560766,0.0050346428,0.000013053857,0.0000020746236,0.000011285283,0.00018308924,0.000112127585,0.0004189512],"genre_scores_gemma":[0.9975121,0.000023542056,0.0019572317,0.0000024294793,0.000001033505,0.00000554478,0.00021807099,0.0000077602,0.0002722702],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999256,0.000008333931,0.0000040624473,0.00002153887,0.00002883319,0.000011599774],"domain_scores_gemma":[0.99966955,0.00009462261,0.000069876405,0.000022614891,0.00012217616,0.000021202342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014697503,0.00033381555,0.00014519345,0.00054748106,0.0001466125,0.00020648469,0.00028954403,0.00026169408,0.00041144787],"category_scores_gemma":[0.0005810712,0.00013524052,0.00012060362,0.00032825363,0.00014293798,0.00018371607,0.000083935265,0.00018033106,0.00013908751],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039192048,0.00018599797,0.32898438,0.0001615983,0.000067990055,0.00068691495,0.00044560336,0.44426197,0.12151337,0.00022633199,0.0009884704,0.1020854],"study_design_scores_gemma":[0.000013383755,0.00007898544,0.3201131,0.00001006876,0.000013397139,0.00006912035,0.00016316232,0.6711897,0.007994703,0.000051573123,0.00028538876,0.000017312865],"about_ca_topic_score_codex":0.06654355,"about_ca_topic_score_gemma":0.08761069,"teacher_disagreement_score":0.06654355,"about_ca_system_score_codex":0.0005927958,"about_ca_system_score_gemma":0.00029076013,"threshold_uncertainty_score":0.13231242},"labels":[],"label_agreement":null},{"id":"W4399390020","doi":"10.1016/j.jsv.2024.118574","title":"Dynamics of a cantilevered pipe conveying fluid and partially subjected to a confined counter-current external axial flow of a different fluid","year":2024,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Current (fluid); Fluid dynamics; Mechanics; Cantilever; Flow (mathematics); Materials science; Engineering; Structural engineering; Physics; Electrical engineering","score_opus":0.008801565465670267,"score_gpt":0.22963314908733878,"score_spread":0.22083158362166852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399390020","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90166754,0.00023820833,0.08347876,0.00048139054,0.00007384208,0.00012061684,0.00028421983,0.00023742633,0.013417922],"genre_scores_gemma":[0.99281454,0.00011193789,0.0023827637,0.000035722333,0.000009282876,0.000057758007,0.000078893005,0.00001236857,0.0044967914],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999012,0.000019222665,0.0000037951652,0.000026059706,0.000028502855,0.000021170841],"domain_scores_gemma":[0.99984443,0.00005583471,0.00002848803,0.0000122957545,0.000029606626,0.000029320414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020681295,0.0005424158,0.00048850814,0.00037792206,0.0007593828,0.0007460752,0.0007332371,0.0014937104,0.0017626641],"category_scores_gemma":[0.000514031,0.0002697928,0.0005161318,0.00018915746,0.0015567021,0.0005294616,0.000845971,0.00063349755,0.00019917155],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018682457,0.00011057194,0.0042449846,0.000106732536,0.000046967984,0.00089844305,0.00043362664,0.9307018,0.053444568,0.004743899,0.0003843,0.0046973764],"study_design_scores_gemma":[0.000013634828,0.00009440549,0.0011634398,0.000004711365,0.0000064929404,0.00003696387,0.00004114857,0.99717605,0.001005064,0.0002449867,0.00020288564,0.000010324865],"about_ca_topic_score_codex":0.009808432,"about_ca_topic_score_gemma":0.003810801,"teacher_disagreement_score":0.009808432,"about_ca_system_score_codex":0.00048755467,"about_ca_system_score_gemma":0.0009243728,"threshold_uncertainty_score":0.01950264},"labels":[],"label_agreement":null},{"id":"W4399802896","doi":"10.5267/j.esm.2024.5.003","title":"Numerical and experimental characterization of coffee roasting in a rotary drum type roaster by forced internal convection","year":2024,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Roasting; Drum; Materials science; Forced convection; Characterization (materials science); Convection; Mechanical engineering; Mechanics; Composite material; Metallurgy; Engineering; Physics; Nanotechnology","score_opus":0.0033911756547329946,"score_gpt":0.1984077572784903,"score_spread":0.19501658162375732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399802896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929402,0.0001028161,0.0056937644,0.00003072812,0.000011247574,0.000029664228,0.00012288308,0.00009802653,0.00097077055],"genre_scores_gemma":[0.9956071,0.00003410315,0.0039149993,0.0000034707996,0.0000014194623,0.000016430591,0.00005276747,0.000007238308,0.00036246376],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977654,0.000026579146,0.000018488112,0.00006172174,0.00007436313,0.000042336018],"domain_scores_gemma":[0.999506,0.00019179488,0.00008769878,0.00006672586,0.00011093209,0.0000369041],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048454347,0.0002746963,0.00048766393,0.00031575284,0.00038308467,0.000406582,0.00049364194,0.00046528445,0.0009440068],"category_scores_gemma":[0.0008339162,0.00016505191,0.0004936504,0.0002829115,0.00050850125,0.00025431954,0.00027064167,0.00023952236,0.00013098595],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008173603,0.00021121633,0.014715646,0.00037289652,0.000028952192,0.00039648,0.00045375034,0.1818239,0.78683203,0.0005795433,0.00023575136,0.01353255],"study_design_scores_gemma":[0.000063577085,0.0017827125,0.027226888,0.0000152854,0.00006297834,0.00018843396,0.00031356773,0.6584445,0.31037968,0.00019049522,0.0012459786,0.00008594468],"about_ca_topic_score_codex":0.0035005051,"about_ca_topic_score_gemma":0.0032335771,"teacher_disagreement_score":0.0035005051,"about_ca_system_score_codex":0.00038063785,"about_ca_system_score_gemma":0.00028509062,"threshold_uncertainty_score":0.006960213},"labels":[],"label_agreement":null},{"id":"W4400287362","doi":"10.1121/10.0027715","title":"Analysis, design, and installation of vibration isolation for lightweight helipads","year":2024,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"L'Alliance Boviteq","funders":"","keywords":"Vibration isolation; Isolation (microbiology); Vibration; Structural engineering; Engineering; Computer science; Acoustics; Physics; Biology","score_opus":0.00798614600866898,"score_gpt":0.22871365916134476,"score_spread":0.22072751315267577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400287362","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58645105,0.00038459786,0.35976377,0.0005096664,0.00012314628,0.00070248824,0.0002063329,0.0014911426,0.05036784],"genre_scores_gemma":[0.8986931,0.00016546351,0.091464214,0.00004558078,0.000014476018,0.00016151762,0.000121272584,0.00013366091,0.009200808],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982882,0.0002998223,0.000060434366,0.00014062606,0.00093667506,0.00027420904],"domain_scores_gemma":[0.9993666,0.0002034708,0.00006935968,0.00010671539,0.00017537335,0.00007851107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009593387,0.0006308567,0.00030837333,0.00065113045,0.00080759707,0.0013152162,0.0012616045,0.0010240673,0.004375684],"category_scores_gemma":[0.0014520164,0.00044638387,0.00045160798,0.00020658373,0.0008018375,0.00091590174,0.0011135213,0.00067811325,0.00092474365],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00091618445,0.00046619732,0.012960021,0.0017325717,0.00006956147,0.0063592046,0.0040796055,0.19001937,0.453708,0.029492164,0.0046734205,0.29552367],"study_design_scores_gemma":[0.0003373168,0.0065763523,0.04409628,0.00055588956,0.00022007893,0.006789173,0.008689199,0.374532,0.38808256,0.010450219,0.15939076,0.0002801852],"about_ca_topic_score_codex":0.0009101389,"about_ca_topic_score_gemma":0.0017857789,"teacher_disagreement_score":0.004375684,"about_ca_system_score_codex":0.0009058405,"about_ca_system_score_gemma":0.0010930529,"threshold_uncertainty_score":0.0146381855},"labels":[],"label_agreement":null},{"id":"W4400289391","doi":"10.1121/10.0026990","title":"The reduction of noise and vibration of composite panels in aircraft through multi-dimensional particle swarm optimization","year":2024,"lang":"en","type":"article","venue":"The Journal of the Acoustical Society of America","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Particle swarm optimization; Vibration; Reduction (mathematics); Particle (ecology); Noise reduction; Noise (video); Composite number; Acoustics; Materials science; Structural engineering; Computer science; Composite material; Engineering; Physics; Mathematics; Algorithm; Artificial intelligence; Geology","score_opus":0.009454864722774127,"score_gpt":0.23619884200945407,"score_spread":0.22674397728667994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400289391","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28372136,0.00019522043,0.7122121,0.0001346269,0.00003539541,0.000027229571,0.000023612585,0.00022259585,0.0034277486],"genre_scores_gemma":[0.89033943,0.00011700208,0.108220555,0.000025732359,0.00000801715,0.000030431253,0.00003236623,0.000034957848,0.001191505],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999144,0.000021388303,0.0000033471201,0.000011536848,0.00004008694,0.000009235475],"domain_scores_gemma":[0.99987245,0.000068032066,0.000019551686,0.000010494647,0.000021739774,0.000007764999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026548785,0.0003978395,0.00026073027,0.00021109873,0.00020894961,0.00033190267,0.00018370994,0.00033255797,0.0004496861],"category_scores_gemma":[0.0004971739,0.00018240504,0.00028607325,0.00012824191,0.00028373022,0.00026537268,0.00027892995,0.00028231333,0.00010169372],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050378618,0.000039448543,0.0006959384,0.00003212893,0.000018627155,0.000038765087,0.00003521371,0.9532835,0.025343575,0.0010849938,0.00015046977,0.019226937],"study_design_scores_gemma":[0.0000032426415,0.000039145463,0.00032316576,0.0000020462007,0.0000029834746,0.0000071790364,0.00000878097,0.9956814,0.0035313535,0.0002564226,0.00014182815,0.0000023649804],"about_ca_topic_score_codex":0.0010913402,"about_ca_topic_score_gemma":0.0013985903,"teacher_disagreement_score":0.0010913402,"about_ca_system_score_codex":0.00015814717,"about_ca_system_score_gemma":0.00029345034,"threshold_uncertainty_score":0.0021700263},"labels":[],"label_agreement":null},{"id":"W4400945730","doi":"10.1109/itec60657.2024.10599009","title":"Numerical Investigation of Different Jet Impingement Configurations for Thermally Unbalanced Power Modules in Aerospace Traction Inverters","year":2024,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Aerospace; Traction (geology); Jet (fluid); Power (physics); Aerospace engineering; Mechanical engineering; Computer science; Automotive engineering; Engineering; Physics","score_opus":0.00961357951880221,"score_gpt":0.22569413894165055,"score_spread":0.21608055942284835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400945730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96636873,0.00033474402,0.019523215,0.0002410797,0.00005880279,0.00004024096,0.00021023535,0.00012496176,0.013097987],"genre_scores_gemma":[0.99615437,0.00006211093,0.0029395309,0.0000140082175,0.000003959562,0.000019054263,0.0000379938,0.000012823477,0.0007562292],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998863,0.000020175814,0.000004779169,0.00001649885,0.000032818833,0.00003945218],"domain_scores_gemma":[0.9997187,0.00015114587,0.000046278496,0.000017228105,0.000043559827,0.000022990389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002303841,0.00035511024,0.00041991362,0.0004137369,0.00052158657,0.0007078123,0.00038796198,0.00092239457,0.0024708288],"category_scores_gemma":[0.000872708,0.00022393331,0.00046683228,0.00032002997,0.00060496706,0.00041796593,0.00032572108,0.00043127802,0.00014323965],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015624487,0.000115530886,0.0051121083,0.00015612379,0.00002741703,0.0004184214,0.000113211325,0.9709103,0.0147569245,0.0022474877,0.00066467683,0.005321554],"study_design_scores_gemma":[0.000019060877,0.00008337702,0.0010936179,0.000011117104,0.000011249114,0.000028834007,0.00008473388,0.9955778,0.0024748314,0.00022562346,0.00038093628,0.0000088408215],"about_ca_topic_score_codex":0.004594391,"about_ca_topic_score_gemma":0.004575078,"teacher_disagreement_score":0.004594391,"about_ca_system_score_codex":0.00045038943,"about_ca_system_score_gemma":0.00039416002,"threshold_uncertainty_score":0.009135306},"labels":[],"label_agreement":null},{"id":"W4400970756","doi":"10.1139/tcsme-2024-0008","title":"Analyse et modélisation des pertes dans une grille rectiligne de compresseur avec jeu","year":2024,"lang":"fr","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Physics; Humanities; Philosophy","score_opus":0.012723463461226473,"score_gpt":0.2238322211474194,"score_spread":0.21110875768619294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400970756","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91335845,0.00042463825,0.076982506,0.00015088893,0.00004116805,0.000065071894,0.00036486523,0.0003665905,0.008245911],"genre_scores_gemma":[0.9864204,0.00024120726,0.007955625,0.000020467276,0.0000052482565,0.000063943924,0.00020179663,0.000055164655,0.0050361603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971026,0.000035466215,0.000012326707,0.00006341455,0.00012975911,0.000048765578],"domain_scores_gemma":[0.999676,0.00014212499,0.000038934744,0.000042221287,0.000082405364,0.000018372082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003913437,0.0007536357,0.0005715545,0.0006140475,0.0006581656,0.0012248661,0.0007340495,0.0012628988,0.0018605907],"category_scores_gemma":[0.0009470427,0.00046980046,0.0007429651,0.00063142425,0.0007066527,0.0007058686,0.00051068416,0.0005701165,0.00036696438],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000895994,0.00008500099,0.008470212,0.00011270171,0.000024498944,0.00023842597,0.00019996935,0.9381373,0.03928316,0.001461439,0.00022227092,0.011675322],"study_design_scores_gemma":[0.000012439152,0.00016671375,0.011438151,0.000022247756,0.000018625999,0.00010464218,0.00016589712,0.96553093,0.020057002,0.0004755054,0.001975928,0.00003179437],"about_ca_topic_score_codex":0.020191625,"about_ca_topic_score_gemma":0.014423103,"teacher_disagreement_score":0.020191625,"about_ca_system_score_codex":0.0010967118,"about_ca_system_score_gemma":0.0010024484,"threshold_uncertainty_score":0.04014814},"labels":[],"label_agreement":null},{"id":"W4401077536","doi":"10.1016/j.conbuildmat.2024.137655","title":"Structural evaluation of I-joists with corrugated panel web","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Natural Sciences and Engineering Research Council of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Materials science; Composite material; Forensic engineering; Engineering","score_opus":0.019336734578293345,"score_gpt":0.2427961777614879,"score_spread":0.22345944318319455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401077536","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99084926,0.000023668019,0.0028812317,0.000014965433,0.000015701118,0.000017807963,0.00012470178,0.00007084872,0.0060017877],"genre_scores_gemma":[0.9958656,0.00001679036,0.0011872221,0.000007944794,0.00000322525,0.00001167994,0.00015502452,0.000018545437,0.0027340006],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994419,0.00007473404,0.000012484118,0.00009003588,0.00024313931,0.0001375663],"domain_scores_gemma":[0.9991943,0.00016725902,0.00004768332,0.00008888143,0.00036349372,0.00013841975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050194253,0.0003569902,0.00036171885,0.0009140561,0.0007570761,0.0007180698,0.00075198145,0.00093689276,0.008388486],"category_scores_gemma":[0.0011297947,0.00028259822,0.00045547215,0.00061175064,0.0004199911,0.0006263025,0.0005746676,0.0004359841,0.0014751182],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0067750067,0.002013753,0.083916664,0.00048791306,0.00018464244,0.0024790466,0.001722281,0.13712792,0.6045479,0.0021798464,0.0034875178,0.1550775],"study_design_scores_gemma":[0.00015209391,0.0062568653,0.34229213,0.000089122455,0.00036975124,0.00087403844,0.0070556826,0.39033955,0.24408218,0.00069167855,0.007638913,0.0001578725],"about_ca_topic_score_codex":0.0042000357,"about_ca_topic_score_gemma":0.007780599,"teacher_disagreement_score":0.008388486,"about_ca_system_score_codex":0.00031424945,"about_ca_system_score_gemma":0.0002867822,"threshold_uncertainty_score":0.028062284},"labels":[],"label_agreement":null},{"id":"W4401481617","doi":"10.56952/arma-2024-0043","title":"A Numerical Solution to the Flow-Induced Vibration of a Hanging String in a Storage Cavern","year":2024,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"String (physics); Vibration; Flow (mathematics); Computer science; Mechanics; Geology; Physics; Acoustics; Theoretical physics","score_opus":0.00934737796690935,"score_gpt":0.21925366295644508,"score_spread":0.20990628498953573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401481617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69233036,0.0005556195,0.2651695,0.0014691188,0.00031885417,0.00030090738,0.0003692239,0.00051180186,0.038974613],"genre_scores_gemma":[0.95621395,0.00011416473,0.036128763,0.00010561916,0.000026415268,0.00010832417,0.00011623649,0.00003316021,0.0071532563],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981946,0.0000546549,0.000010763235,0.000035606772,0.000051040894,0.000028622364],"domain_scores_gemma":[0.9991455,0.00059829064,0.00007152728,0.00002705028,0.00010706269,0.000050420753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006330467,0.00042485422,0.00046027324,0.00036240226,0.000638347,0.0008788782,0.0007725334,0.0026170127,0.0034198165],"category_scores_gemma":[0.0024634465,0.00023799602,0.00053766294,0.00028683984,0.0010382506,0.00035193632,0.0008291352,0.00081229885,0.00019692724],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000077611236,0.000043640004,0.0014332136,0.000098821016,0.0000149441785,0.0003938786,0.00011354159,0.9864064,0.0040417286,0.002505754,0.00043678124,0.0044337236],"study_design_scores_gemma":[0.00001644026,0.000038321006,0.00028052946,0.000008201067,0.00000273698,0.000027984528,0.000034181416,0.99871564,0.00029730526,0.00032533857,0.00024824942,0.000005055905],"about_ca_topic_score_codex":0.009748106,"about_ca_topic_score_gemma":0.0052253706,"teacher_disagreement_score":0.009748106,"about_ca_system_score_codex":0.0005751627,"about_ca_system_score_gemma":0.0010574738,"threshold_uncertainty_score":0.019382715},"labels":[],"label_agreement":null},{"id":"W4401635339","doi":"10.1007/s11071-024-10135-7","title":"Nonlinear forced vibration analysis of doubly curved shells via the parameterization method for invariant manifold","year":2024,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Conselho Nacional das Fundações Estaduais de Amparo à Pesquisa; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Natural Sciences and Engineering Research Council of Canada; Fundação de Amparo à Pesquisa do Estado de Goiás; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Paraboloid; Nonlinear system; Vibration; Invariant (physics); Harmonic balance; Invariant manifold; Amplitude; Mathematical analysis; Mathematics; Saddle; Physics; Geometry; Surface (topology); Optics; Mathematical physics; Acoustics","score_opus":0.012396917505607268,"score_gpt":0.2638992014934902,"score_spread":0.25150228398788294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401635339","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08712108,0.00015434386,0.90910786,0.00007257347,0.000027689752,0.000016929087,0.000030366555,0.00006818558,0.0034009984],"genre_scores_gemma":[0.93941945,0.00020869693,0.05396606,0.000033418615,0.00002439564,0.000052389078,0.000069971284,0.00010578566,0.006119947],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999044,0.00003243299,0.000003908553,0.000020800866,0.000027194124,0.000011219759],"domain_scores_gemma":[0.9998596,0.000041499752,0.000030353007,0.000018990679,0.00003758982,0.000011964324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002490418,0.00055177714,0.00038671575,0.00045879543,0.00024381516,0.00037282973,0.00053771853,0.0004894261,0.002071968],"category_scores_gemma":[0.0005212687,0.00016692647,0.00047639213,0.00019920687,0.0006675632,0.00094967487,0.0007583812,0.0005324333,0.0002518407],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014217575,0.00009199722,0.001527645,0.00017606108,0.00010788109,0.00027248726,0.00037999757,0.58729225,0.10626628,0.25066277,0.0015240617,0.051556405],"study_design_scores_gemma":[0.0000018771492,0.000019536257,0.0002390091,0.0000046466357,0.0000033366673,0.000023364073,0.0000211704,0.9876924,0.00075430045,0.010852101,0.00038125855,0.0000070581623],"about_ca_topic_score_codex":0.0010437985,"about_ca_topic_score_gemma":0.0009164233,"teacher_disagreement_score":0.002071968,"about_ca_system_score_codex":0.0002541404,"about_ca_system_score_gemma":0.0003230063,"threshold_uncertainty_score":0.006931424},"labels":[],"label_agreement":null},{"id":"W4402438686","doi":"10.11159/htff24.186","title":"Thermal Management of Pouch Cell under Extreme Climate Conditions Using T-Shaped Cold Plate","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Pouch; Cold climate; Environmental science; Computer science; Atmospheric sciences; Climatology; Geology","score_opus":0.010810363040352742,"score_gpt":0.21012284324576969,"score_spread":0.19931248020541695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402438686","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90426815,0.0018656622,0.08768614,0.00019991834,0.00022756895,0.00011601236,0.00033496946,0.00070699555,0.0045945533],"genre_scores_gemma":[0.98053426,0.0004931987,0.016016513,0.00006408661,0.000020716641,0.000099760364,0.00016494544,0.000053575637,0.002552992],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998783,0.000010188314,0.000006861279,0.000034533317,0.000045013312,0.000025002126],"domain_scores_gemma":[0.99985623,0.00002577755,0.000025455716,0.000025361165,0.000053044354,0.000014097264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020578303,0.00033759105,0.0004456392,0.00022062403,0.00032492986,0.0005745687,0.00085070997,0.0004973763,0.0011164002],"category_scores_gemma":[0.00036973692,0.00013518315,0.00033613818,0.00024934852,0.0003662151,0.00059613615,0.0003090824,0.0004081382,0.00046148885],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040982122,0.000035872574,0.0018412292,0.00042124937,0.000021651358,0.0005201438,0.00014663301,0.015191228,0.95510435,0.0013959493,0.00081723963,0.024094699],"study_design_scores_gemma":[0.000023058108,0.0005815385,0.0021977122,0.000024841593,0.00003437926,0.00039110376,0.00014565294,0.053385247,0.93572927,0.00043129417,0.006999911,0.00005606688],"about_ca_topic_score_codex":0.0004731092,"about_ca_topic_score_gemma":0.0008773074,"teacher_disagreement_score":0.0011164002,"about_ca_system_score_codex":0.00027220027,"about_ca_system_score_gemma":0.00032956057,"threshold_uncertainty_score":0.0037347078},"labels":[],"label_agreement":null},{"id":"W4402676716","doi":"10.1680/jgere.24.00008","title":"Results of a dilatancy round robin","year":2024,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Klohn Crippen Berger (Canada); BGC Engineering (Canada)","funders":"Freeport-McMoRan Foundation","keywords":"Dilatant; Geology; Geotechnical engineering","score_opus":0.04741213687736821,"score_gpt":0.3525718989671578,"score_spread":0.30515976208978957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402676716","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9376445,0.00033211638,0.036312878,0.00021265565,0.00013040318,0.0019997023,0.0029698836,0.0007508544,0.019646967],"genre_scores_gemma":[0.9037593,0.00022353709,0.04766309,0.0003771917,0.0000495221,0.0012048351,0.003983274,0.00048194284,0.04225726],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99245536,0.001944796,0.0004279928,0.0017134127,0.002584058,0.0008743318],"domain_scores_gemma":[0.9802757,0.005758235,0.00124161,0.0035418242,0.008129645,0.0010529852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007613381,0.0007389347,0.0011439746,0.0013644067,0.0012652634,0.0007872817,0.0011986517,0.0010084872,0.009593165],"category_scores_gemma":[0.009718058,0.0003219349,0.001043908,0.0009799681,0.0008063649,0.00062323676,0.0017266046,0.0008188054,0.0048920936],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007643731,0.00415669,0.0337756,0.0005559315,0.00016166638,0.0011917603,0.0073456615,0.005905978,0.7189409,0.0022516942,0.00433073,0.21373975],"study_design_scores_gemma":[0.0002030571,0.023246335,0.16709092,0.000059200724,0.00026615427,0.0011451198,0.0040677274,0.0073690964,0.7530704,0.0012315947,0.041865088,0.00038524737],"about_ca_topic_score_codex":0.003284116,"about_ca_topic_score_gemma":0.0028119483,"teacher_disagreement_score":0.009593165,"about_ca_system_score_codex":0.000908436,"about_ca_system_score_gemma":0.00074796274,"threshold_uncertainty_score":0.04026383},"labels":[],"label_agreement":null},{"id":"W4402845987","doi":"10.2139/ssrn.4967395","title":"Damping Computation for Long-Span Bridges with Vibration Control: A Novel Reduced-Order Model and Comparative Analysis","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Computation; Vibration; Structural engineering; Vibration control; Span (engineering); Order (exchange); Control theory (sociology); Control (management); Computer science; Engineering; Physics; Economics; Algorithm; Acoustics; Artificial intelligence","score_opus":0.015983074824383933,"score_gpt":0.2630714269536926,"score_spread":0.24708835212930869,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402845987","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04467315,0.00092210696,0.9396777,0.0003193476,0.000086238455,0.000052391788,0.0000749738,0.00025706473,0.01393713],"genre_scores_gemma":[0.9474534,0.0006363724,0.04133483,0.00008645817,0.00006688338,0.00012817598,0.00008844661,0.00010520377,0.010100372],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999292,0.000022273887,0.0000033204376,0.0000128434995,0.000023998158,0.000008419213],"domain_scores_gemma":[0.99979883,0.00009840748,0.000024001023,0.000019993759,0.000047337708,0.000011505477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003375203,0.0005700453,0.0008501253,0.00029675613,0.00041010234,0.00075020496,0.00078293314,0.0012530718,0.003595401],"category_scores_gemma":[0.0008890269,0.00031728065,0.0007373843,0.00025781657,0.00040544756,0.0006641827,0.0005807747,0.00090299494,0.00053952023],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047558835,0.000039641585,0.00019098572,0.00011791147,0.000024260095,0.00009121091,0.0000854766,0.97147804,0.004255924,0.012227062,0.0005660007,0.010876006],"study_design_scores_gemma":[0.0000025877885,0.0000071396985,0.000033027925,0.000002394642,0.0000030700958,0.0000054797597,0.000004256573,0.9988288,0.00008872463,0.0008657783,0.00015733184,0.0000014200061],"about_ca_topic_score_codex":0.005660134,"about_ca_topic_score_gemma":0.005305726,"teacher_disagreement_score":0.005660134,"about_ca_system_score_codex":0.00034515976,"about_ca_system_score_gemma":0.0004968823,"threshold_uncertainty_score":0.01202786},"labels":[],"label_agreement":null},{"id":"W4403277533","doi":"10.1109/icem60801.2024.10700180","title":"Numerical Analysis of the Local Heat Transfer Coefficient in a Rotating Hollow Rotor Shaft Liquid Cooling System for Electric Traction Motors","year":2024,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Traction motor; Rotor (electric); Traction (geology); Heat transfer coefficient; Mechanical engineering; Electric motor; Mechanics; Heat transfer; Materials science; Computer cooling; Automotive engineering; Physics; Engineering; Thermal management of electronic devices and systems","score_opus":0.0060313636378772125,"score_gpt":0.22312548814692232,"score_spread":0.2170941245090451,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403277533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9376519,0.00013756861,0.058433857,0.00011090315,0.000017953309,0.000028524579,0.000031634838,0.0001253957,0.0034621228],"genre_scores_gemma":[0.99589336,0.000027879723,0.0032320542,0.0000034000816,0.0000020066893,0.0000092657765,0.000009876714,0.00000923726,0.0008129964],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999342,0.000016031092,0.0000023203686,0.000008306865,0.000025335003,0.000013802911],"domain_scores_gemma":[0.99979407,0.00011511925,0.000029947912,0.000009468626,0.000041133557,0.000010299162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023125319,0.00017962285,0.000329132,0.0002204743,0.0003719541,0.00036571515,0.00023115818,0.00038661825,0.00096510415],"category_scores_gemma":[0.0007033649,0.00012270278,0.00027634462,0.00017961135,0.0005459972,0.00027574564,0.00019272907,0.00018496525,0.000091788315],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020504012,0.00005238922,0.0029574516,0.00010068956,0.000014351403,0.00028409125,0.00015051928,0.9036108,0.07875646,0.0018328822,0.00027651197,0.01175881],"study_design_scores_gemma":[0.000008641492,0.000050304076,0.0008492729,0.0000027121503,0.0000032496491,0.00001646213,0.000023847231,0.993129,0.005677494,0.000084081265,0.00015005597,0.0000048738552],"about_ca_topic_score_codex":0.006792402,"about_ca_topic_score_gemma":0.0037716026,"teacher_disagreement_score":0.006792402,"about_ca_system_score_codex":0.00063368655,"about_ca_system_score_gemma":0.0005330246,"threshold_uncertainty_score":0.013505697},"labels":[],"label_agreement":null},{"id":"W4403503822","doi":"10.4271/2024-28-0008","title":"Automotive HVAC Performance Study Using Parametric DoE Approach for Geometric Variation with Mesh-Morphing Method in Ansys Fluent","year":2024,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ansys (Canada)","funders":"","keywords":"Morphing; Parametric statistics; Fluent; Variation (astronomy); HVAC; Computer science; Automotive industry; Mechanical engineering; Engineering; Simulation; Mathematics; Computer simulation; Aerospace engineering; Air conditioning; Artificial intelligence; Statistics","score_opus":0.015527265488879258,"score_gpt":0.2640746668711896,"score_spread":0.24854740138231032,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403503822","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40580124,0.00143735,0.4863817,0.000669447,0.00039351382,0.0005111433,0.0061110794,0.006074187,0.09262035],"genre_scores_gemma":[0.8899306,0.00048206598,0.09198557,0.00006272978,0.000024869367,0.000389668,0.0018193896,0.00059866277,0.014706545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994454,0.00006640137,0.000022927183,0.00006419401,0.0003607288,0.000040332357],"domain_scores_gemma":[0.99944097,0.00018018781,0.00004418346,0.000082555554,0.00023742365,0.000014595761],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081634126,0.0004969709,0.00045137733,0.00078644004,0.0004028374,0.00066846504,0.00063849636,0.0005598916,0.0088249],"category_scores_gemma":[0.00081798545,0.00028948,0.00088234566,0.0006409034,0.00023988483,0.00045469697,0.0003663916,0.0006667411,0.0009940488],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002202503,0.0002794161,0.0072650933,0.0015225543,0.0001562519,0.0004923979,0.00073707587,0.6283261,0.19113049,0.010672104,0.016655248,0.14254299],"study_design_scores_gemma":[0.000045474513,0.00089073676,0.01059065,0.00010919593,0.000103221304,0.00040011085,0.0005598315,0.7708965,0.16929583,0.0026833548,0.044287477,0.00013766653],"about_ca_topic_score_codex":0.0029912386,"about_ca_topic_score_gemma":0.0028911477,"teacher_disagreement_score":0.0088249,"about_ca_system_score_codex":0.00041628352,"about_ca_system_score_gemma":0.0004821355,"threshold_uncertainty_score":0.0295223},"labels":[],"label_agreement":null},{"id":"W4403579910","doi":"10.1016/j.istruc.2024.107448","title":"Optimal replicator dynamic controller for semi active control of long span cable stayed bridge with considering special variability of seismic excitations","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bridge (graph theory); Structural engineering; Span (engineering); Controller (irrigation); Control theory (sociology); Engineering; Control (management); Computer science; Biology","score_opus":0.005166615779710546,"score_gpt":0.2307454620168273,"score_spread":0.22557884623711674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403579910","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14171307,0.00047022218,0.8509056,0.00014451382,0.00017562835,0.000041353585,0.000029668983,0.00023221446,0.0062877266],"genre_scores_gemma":[0.9916636,0.00006911665,0.0068917815,0.00002293868,0.000017290833,0.000029647514,0.000013372156,0.000007159483,0.0012851626],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983966,0.000036852474,0.000007456465,0.0000524326,0.00003911382,0.00002444587],"domain_scores_gemma":[0.999767,0.00008846283,0.000041115345,0.000023603892,0.0000677606,0.000011951699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038417705,0.00060883735,0.0005593691,0.00017326421,0.00036776043,0.0006458859,0.0008230547,0.0007469663,0.0014694491],"category_scores_gemma":[0.00061196904,0.00021074395,0.0003422166,0.00019006124,0.0004329702,0.00036510482,0.000465615,0.0005296652,0.00014987311],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006436846,0.0001243673,0.00063029345,0.00030530567,0.00012705047,0.0004362746,0.00035901277,0.83292675,0.068215854,0.010798172,0.0014634128,0.08396976],"study_design_scores_gemma":[0.000021950264,0.00017986646,0.00024725767,0.000006204792,0.000013334373,0.00003108218,0.000013683799,0.99670666,0.0018440638,0.000631646,0.0002988097,0.000005440009],"about_ca_topic_score_codex":0.00175073,"about_ca_topic_score_gemma":0.0019069884,"teacher_disagreement_score":0.00175073,"about_ca_system_score_codex":0.00027054467,"about_ca_system_score_gemma":0.00027272553,"threshold_uncertainty_score":0.0049158335},"labels":[],"label_agreement":null},{"id":"W4403579944","doi":"10.1016/j.istruc.2024.107510","title":"Strain distribution and failure modes of steel lattice tower gusset plates as a function of their geometry","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Islamic Research and Training Institute; Hydro-Québec","keywords":"Structural engineering; Geometry; Lattice (music); Materials science; Failure mode and effects analysis; Tower; Engineering; Mathematics; Physics; Acoustics","score_opus":0.004266950957836993,"score_gpt":0.20298328623133358,"score_spread":0.19871633527349658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403579944","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976745,0.000102031125,0.001307126,0.0000075182934,0.0000027475933,0.0000061616433,0.00015228378,0.00005205091,0.00069553347],"genre_scores_gemma":[0.9987091,0.0000475747,0.00066340726,0.0000035062776,0.0000013063948,0.000008479485,0.00017254133,0.000006983647,0.00038705152],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99960595,0.000036424408,0.0000327893,0.00009380921,0.00018456325,0.000046466215],"domain_scores_gemma":[0.9985166,0.00037302743,0.0004256588,0.0002267442,0.0003799696,0.00007801561],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044908165,0.0004850275,0.00021208303,0.0011367855,0.00017692505,0.00028632538,0.00039624434,0.0004461767,0.0012964859],"category_scores_gemma":[0.0010037725,0.00024128224,0.00019165137,0.0006067427,0.00046702698,0.00033773753,0.0001963958,0.00023763232,0.00037500059],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00075384736,0.0001231668,0.07256261,0.00018130196,0.000041440333,0.00079817686,0.0008086614,0.052169453,0.83142453,0.00040582477,0.00048401076,0.04024701],"study_design_scores_gemma":[0.000019245575,0.0018652775,0.47690037,0.000050459894,0.000051491206,0.0011786527,0.0008709426,0.07199403,0.44539055,0.0001792928,0.0013873297,0.00011234653],"about_ca_topic_score_codex":0.0010747132,"about_ca_topic_score_gemma":0.0014798739,"teacher_disagreement_score":0.0012964859,"about_ca_system_score_codex":0.00021672933,"about_ca_system_score_gemma":0.00011651634,"threshold_uncertainty_score":0.0043371916},"labels":[],"label_agreement":null},{"id":"W4403678256","doi":"10.1109/icpeices62430.2024.10719105","title":"Frequency Analysis in a Combined Hybrid Micro Grid Tuned by DBOA Algorithm","year":2024,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Horizon College and Seminary","funders":"","keywords":"Computer science; Algorithm; Grid; Mathematics","score_opus":0.003073939559115572,"score_gpt":0.19498259577729163,"score_spread":0.19190865621817604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403678256","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1332024,0.0003665696,0.8583791,0.00012865312,0.00004071042,0.00003281648,0.000038264803,0.00034929646,0.0074621076],"genre_scores_gemma":[0.9583409,0.000089662,0.038960546,0.000024898141,0.000009051379,0.00003202633,0.000028608325,0.000026467687,0.002487816],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999273,0.000014107049,0.0000034043442,0.000016884524,0.000025245108,0.000012984167],"domain_scores_gemma":[0.9998834,0.00005069815,0.000017273229,0.000008309026,0.000033663822,0.000006707513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019605717,0.00029729615,0.00033351523,0.00022298605,0.00021017887,0.0005184732,0.0003017848,0.00031636513,0.0020319403],"category_scores_gemma":[0.00039792334,0.00013128945,0.00024084878,0.00016343151,0.0002524896,0.0002591941,0.000313915,0.00021433852,0.00018819878],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011422794,0.000023752367,0.0011328461,0.000054241063,0.000030738902,0.00007082104,0.00006589266,0.94336045,0.0068183555,0.0038858524,0.00045499505,0.043987896],"study_design_scores_gemma":[0.0000049213527,0.000025591647,0.0001492774,0.0000023640669,0.0000028799363,0.000009968844,0.000008343145,0.9987521,0.00042851124,0.0004070447,0.00020722822,0.0000018567918],"about_ca_topic_score_codex":0.004341135,"about_ca_topic_score_gemma":0.003251564,"teacher_disagreement_score":0.004341135,"about_ca_system_score_codex":0.00024172873,"about_ca_system_score_gemma":0.00029864899,"threshold_uncertainty_score":0.008631706},"labels":[],"label_agreement":null},{"id":"W4403972334","doi":"","title":"3D PIC/MCC modeling of the dynamics of rotating spokes in a Penning discharge","year":2024,"lang":"en","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Dynamics (music); Solid modeling; Physics; Electrical engineering; Atomic physics; Engineering; Mechanical engineering; Acoustics","score_opus":0.0074050180577953225,"score_gpt":0.2032308372097017,"score_spread":0.1958258191519064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403972334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6153282,0.00094299077,0.28488383,0.00094443565,0.00025212645,0.00013394537,0.0008020896,0.0017709588,0.09494146],"genre_scores_gemma":[0.98784024,0.00017762036,0.0049381074,0.00007332097,0.000036590227,0.00003679753,0.00011917852,0.0000989979,0.006679087],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987924,0.000022170754,0.000006315098,0.000018799177,0.000042518084,0.000030958385],"domain_scores_gemma":[0.999741,0.000087754466,0.000034359044,0.000027378506,0.000067810295,0.000041714884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021051099,0.00054589676,0.00070850307,0.00041585634,0.00072505896,0.0012488972,0.00087037694,0.0017933658,0.0044631674],"category_scores_gemma":[0.0006714464,0.0004007778,0.0006852885,0.0004267396,0.0008061708,0.0006591298,0.00075728854,0.00071623473,0.00076442276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030717583,0.000016096066,0.00078146026,0.000025201052,0.000007537178,0.00019800795,0.000061983264,0.99411917,0.0012967716,0.0011955816,0.00034005172,0.0019274917],"study_design_scores_gemma":[0.0000026274763,0.0000065949694,0.0002567688,0.0000031685556,0.0000018713172,0.000015335065,0.000018421988,0.999156,0.0001662111,0.00012620687,0.00024306003,0.0000037624623],"about_ca_topic_score_codex":0.017947685,"about_ca_topic_score_gemma":0.008338538,"teacher_disagreement_score":0.017947685,"about_ca_system_score_codex":0.0005890277,"about_ca_system_score_gemma":0.0008133434,"threshold_uncertainty_score":0.035686433},"labels":[],"label_agreement":null},{"id":"W4404055407","doi":"10.1016/j.bpj.2024.11.003","title":"A comprehensive method to analyze single-cell vibrations","year":2024,"lang":"en","type":"article","venue":"Biophysical Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; Biological system; Computer science; Chemistry; Physics; Acoustics; Biology","score_opus":0.016120480725477327,"score_gpt":0.26540591749820724,"score_spread":0.2492854367727299,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404055407","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0033445933,0.00012955756,0.99481153,0.000022094555,0.000027840517,0.00003218156,0.00016247247,0.00053192204,0.0009377058],"genre_scores_gemma":[0.07186344,0.0006311008,0.92000085,0.000075018695,0.00005095983,0.00035283578,0.0007472316,0.00038696054,0.005891613],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999749,0.000022208345,0.000012253542,0.00006387418,0.0001350617,0.000017570073],"domain_scores_gemma":[0.9997142,0.000060145892,0.000020719783,0.0000825139,0.00009383548,0.0000285534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003683341,0.00091637525,0.0007796495,0.0010386943,0.0006221926,0.00060809567,0.0008488954,0.00080792,0.003110064],"category_scores_gemma":[0.0005658649,0.00039338483,0.0005919749,0.00081698835,0.0003102512,0.00082141685,0.00086938776,0.0009017088,0.0018541683],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006392321,0.00013353143,0.0010312253,0.00028878186,0.00015568097,0.00017967368,0.00013087617,0.029148418,0.6800395,0.021441111,0.0050546913,0.26233256],"study_design_scores_gemma":[0.000022119624,0.00012730555,0.004176287,0.000037953334,0.000091487476,0.00066295493,0.00008361069,0.8405058,0.10546948,0.022228574,0.026483422,0.00011104498],"about_ca_topic_score_codex":0.0008015247,"about_ca_topic_score_gemma":0.0017806692,"teacher_disagreement_score":0.003110064,"about_ca_system_score_codex":0.00021330794,"about_ca_system_score_gemma":0.0008533274,"threshold_uncertainty_score":0.01040417},"labels":[],"label_agreement":null},{"id":"W4404340917","doi":"10.48550/arxiv.2410.21503","title":"Pattern formation in coiling of falling viscous threads: Revisiting the geometric model","year":2024,"lang":"en","type":"preprint","venue":"arXiv (Cornell University)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Toronto; Princeton University","keywords":"Falling (accident); Mechanics; Geometry; Mathematics; Computer science; Physics; Psychology","score_opus":0.044077926962450345,"score_gpt":0.1799905699495618,"score_spread":0.13591264298711148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404340917","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3278907,0.0025497554,0.60824066,0.0016318659,0.00033800292,0.0001051934,0.00016224451,0.0003329641,0.058748618],"genre_scores_gemma":[0.9564602,0.0013226308,0.032553833,0.00014068789,0.00012990473,0.0001023249,0.00006819676,0.00009230083,0.009129904],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998604,0.000027326318,0.0000074127875,0.00004086875,0.000037987345,0.000026013304],"domain_scores_gemma":[0.9998343,0.00004805077,0.000038829367,0.000036204994,0.000023123866,0.000019443854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020363928,0.00040108588,0.00048207253,0.0006377055,0.00047470763,0.0010115159,0.0010783159,0.0011763547,0.0024324374],"category_scores_gemma":[0.00068491016,0.00030033506,0.00055139576,0.00029666733,0.0017133052,0.0016172981,0.0007562494,0.00049409695,0.0005014089],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005819008,0.000052844505,0.0013123364,0.0002250264,0.000020245576,0.00045882733,0.00039946017,0.30354515,0.033696752,0.64247125,0.0012229615,0.016536998],"study_design_scores_gemma":[0.000015815007,0.00006953522,0.00074290397,0.00001599037,0.0000067246606,0.00021263557,0.00005155428,0.8280335,0.0014606126,0.16618249,0.003186469,0.000021820983],"about_ca_topic_score_codex":0.0008473857,"about_ca_topic_score_gemma":0.00046063992,"teacher_disagreement_score":0.0024324374,"about_ca_system_score_codex":0.0005187666,"about_ca_system_score_gemma":0.00028473532,"threshold_uncertainty_score":0.008137286},"labels":[],"label_agreement":null},{"id":"W4404369956","doi":"10.1115/pvp2024-125307","title":"Investigation of Fluidelastic Instability in Normal Square Tube Arrays Subjected to Air Flow","year":2024,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Instability; Square (algebra); Mechanics; Tube (container); Flow (mathematics); Materials science; Structural engineering; Physics; Engineering; Mathematics; Geometry; Composite material","score_opus":0.008450984214919391,"score_gpt":0.20272213769129346,"score_spread":0.19427115347637408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404369956","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979037,0.000021978742,0.0017577362,0.0000062970753,0.0000056805357,0.000007829239,0.000020703746,0.000020062454,0.00025601595],"genre_scores_gemma":[0.9986858,0.000014246293,0.00095865584,0.0000034557206,0.0000023640678,0.000007978646,0.000022817916,0.00000362898,0.0003011128],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982315,0.000031576732,0.000007691674,0.000033654826,0.00006424744,0.000039699877],"domain_scores_gemma":[0.99958926,0.00011450098,0.00007441624,0.000040336086,0.00012199531,0.000059396883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037573362,0.0002640077,0.0003259643,0.00031821185,0.0002601212,0.00023812315,0.00016383905,0.00021953999,0.0014455114],"category_scores_gemma":[0.00050059083,0.00015921342,0.00013727346,0.00012203579,0.00039808764,0.00024108287,0.00033699122,0.0002344973,0.00015018284],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040593685,0.00011024846,0.0025424077,0.000031817333,0.0000083490695,0.00013677112,0.00011123848,0.005238098,0.9880085,0.00012778366,0.0000512461,0.0032275433],"study_design_scores_gemma":[0.00004131892,0.0039286264,0.038155727,0.000014567292,0.000021293998,0.00017160662,0.00045935356,0.09816718,0.85792243,0.00022969308,0.0008519821,0.000036179084],"about_ca_topic_score_codex":0.00029272324,"about_ca_topic_score_gemma":0.00033000734,"teacher_disagreement_score":0.0014455114,"about_ca_system_score_codex":0.000088031105,"about_ca_system_score_gemma":0.00011657579,"threshold_uncertainty_score":0.004835665},"labels":[],"label_agreement":null},{"id":"W4404697961","doi":"10.23952/jnva.5.2021.5.08","title":"A model of deformations of a discontinuous Stieltjes string with a nonlinear boundary condition","year":2021,"lang":"en","type":"article","venue":"Journal of Nonlinear and Variational Analysis","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Science and Higher Education of the Russian Federation; Centre National de la Recherche Scientifique; Russian Foundation for Basic Research","keywords":"String (physics); Nonlinear system; Riemann–Stieltjes integral; Boundary (topology); Mathematics; Mathematical analysis; Physics; Mathematical physics; Integral equation","score_opus":0.00856359061550877,"score_gpt":0.22192187617368342,"score_spread":0.21335828555817465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404697961","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7489292,0.0006993337,0.2131931,0.0015877889,0.00019732594,0.00007162884,0.00031337194,0.00019500061,0.034813233],"genre_scores_gemma":[0.9723846,0.00021591423,0.009140354,0.00008672295,0.000047297668,0.00008418239,0.00012586266,0.00004543855,0.017869713],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999647,0.000092170856,0.000022151236,0.00007795347,0.00009090879,0.00006981043],"domain_scores_gemma":[0.9995117,0.00012884015,0.000091166046,0.00007008606,0.000052850184,0.00014536068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005112664,0.00067572435,0.0011111383,0.0010314657,0.0010384475,0.001963909,0.0018889776,0.0027270336,0.0031413825],"category_scores_gemma":[0.0010302877,0.00059480383,0.0012210348,0.00076896715,0.0032854367,0.0014739836,0.0016381713,0.0014218308,0.00039062506],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021758869,0.00016642534,0.0016571841,0.00010241235,0.00007976346,0.0010922661,0.00040093783,0.70115924,0.015132585,0.2762884,0.0005807541,0.003122471],"study_design_scores_gemma":[0.00003200334,0.000069351656,0.00035976336,0.00001164219,0.00001038599,0.00007083999,0.0000633207,0.97420335,0.0005420908,0.024081362,0.00053517695,0.000020801985],"about_ca_topic_score_codex":0.0060105855,"about_ca_topic_score_gemma":0.0023318112,"teacher_disagreement_score":0.0060105855,"about_ca_system_score_codex":0.0019620173,"about_ca_system_score_gemma":0.0011314454,"threshold_uncertainty_score":0.0142354965},"labels":[],"label_agreement":null},{"id":"W4405050998","doi":"10.1016/j.istruc.2024.107861","title":"Capacity of transmission tower-line system subjected to concurrent wind and ice loads","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tower; Structural engineering; Transmission line; Transmission (telecommunications); Line (geometry); Transmission tower; Wind engineering; Engineering; Geology; Telecommunications; Mathematics; Geometry","score_opus":0.007769038264504704,"score_gpt":0.2218939827961973,"score_spread":0.2141249445316926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405050998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9897681,0.000053796946,0.004629149,0.00007639149,0.000012234006,0.000013802448,0.00027484665,0.00007088469,0.0051007518],"genre_scores_gemma":[0.99947613,0.000010200945,0.00009564729,0.0000022652418,0.0000014377115,0.000003778546,0.000047322384,0.0000045081174,0.0003587798],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998148,0.000041690557,0.000008371432,0.000024741388,0.000045748096,0.00006466145],"domain_scores_gemma":[0.9987839,0.0007000411,0.0001486864,0.000056710578,0.00018425853,0.00012639663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042542568,0.00034760885,0.0004529611,0.00089447375,0.0006911446,0.0005713459,0.00053509074,0.000629395,0.004460064],"category_scores_gemma":[0.0011475234,0.00027685123,0.00039744566,0.00050803565,0.00069452357,0.0006778063,0.00042133644,0.00040542305,0.00031192604],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046130075,0.000060241633,0.006649884,0.00009565883,0.000049432583,0.000985948,0.0001661714,0.9702664,0.01500986,0.0019504019,0.0005119411,0.003792773],"study_design_scores_gemma":[0.0000106905,0.00013350559,0.013488744,0.000017139228,0.000040951494,0.00013134842,0.00029426083,0.98186594,0.0031860361,0.0006228484,0.00018475481,0.000023805791],"about_ca_topic_score_codex":0.009733291,"about_ca_topic_score_gemma":0.007992439,"teacher_disagreement_score":0.009733291,"about_ca_system_score_codex":0.000612051,"about_ca_system_score_gemma":0.0005034884,"threshold_uncertainty_score":0.01935327},"labels":[],"label_agreement":null},{"id":"W4405074216","doi":"10.15376/biores.20.1.737-764","title":"Numerical study of I-joists with wood-based corrugated panel web","year":2024,"lang":"en","type":"article","venue":"BioResources","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Natural Sciences and Engineering Research Council of Canada","funders":"","keywords":"Joist; Structural engineering; Oriented strand board; Finite element method; Diagonal; Bending; Shear (geology); Materials science; Failure mode and effects analysis; Tension (geology); Corrugated fiberboard; Composite material; Engineering; Compression (physics); Mathematics","score_opus":0.011621366573971505,"score_gpt":0.20889399543464288,"score_spread":0.19727262886067137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405074216","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9805931,0.0001630222,0.011932051,0.00007046207,0.000031062365,0.000026192534,0.00015262846,0.00008279436,0.006948632],"genre_scores_gemma":[0.9943165,0.000063923086,0.004411497,0.000012242442,0.000003056282,0.000016758122,0.00006428635,0.000009645275,0.001102071],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998405,0.000022424338,0.00000866313,0.000029365774,0.00005349575,0.00004548559],"domain_scores_gemma":[0.999592,0.00018097404,0.00006936025,0.000041390125,0.000070272145,0.000045940127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030435174,0.0003666247,0.0003904419,0.0005376601,0.00042031228,0.00055073574,0.0005008629,0.0011776283,0.0017847735],"category_scores_gemma":[0.00074501947,0.00025664942,0.00046222183,0.00042385265,0.00064191176,0.0003717425,0.00039147987,0.00031619956,0.00021829014],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014680988,0.00013315001,0.008025088,0.0001706886,0.000031742627,0.0009794221,0.00014630672,0.9461077,0.037334435,0.001163113,0.00039623133,0.0053653675],"study_design_scores_gemma":[0.000010534419,0.00011275282,0.0033263704,0.000013158723,0.000012502252,0.0000783575,0.000119404365,0.9923396,0.0034664567,0.00017551925,0.0003315014,0.000013791643],"about_ca_topic_score_codex":0.003945195,"about_ca_topic_score_gemma":0.003991283,"teacher_disagreement_score":0.003945195,"about_ca_system_score_codex":0.0002354142,"about_ca_system_score_gemma":0.00027491062,"threshold_uncertainty_score":0.007844448},"labels":[],"label_agreement":null},{"id":"W4405327316","doi":"10.1007/978-3-031-61535-1_7","title":"Simplified Presentation of Uneven Downburst Load Case for Transmission Line Conductors","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Transmission line; Electrical conductor; Presentation (obstetrics); Electric power transmission; Meteorology; Environmental science; Line (geometry); Electrical engineering; Geography; Engineering; Medicine; Mathematics; Geometry","score_opus":0.012515529759129878,"score_gpt":0.23477203808642447,"score_spread":0.2222565083272946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405327316","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12289568,0.0013063173,0.3580308,0.0016677328,0.0015591645,0.00021376998,0.000773971,0.0019925002,0.5115601],"genre_scores_gemma":[0.83868825,0.00056835706,0.025638195,0.00018869224,0.00018886579,0.00004999026,0.0003243697,0.0003505798,0.13400263],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991417,0.000018367946,0.0000033291897,0.000014175224,0.000034359786,0.000015602565],"domain_scores_gemma":[0.9999132,0.000025675286,0.0000074443797,0.000013807664,0.000029951823,0.0000099477065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008179514,0.000525971,0.00043721293,0.0003476067,0.00036929574,0.00091017963,0.00087840355,0.0010887427,0.024780916],"category_scores_gemma":[0.0002744123,0.00015626848,0.0003715193,0.00026762593,0.0003992207,0.0005006228,0.0004759573,0.000557044,0.0019301856],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052487623,0.00015678459,0.0013787173,0.0005697937,0.00003554326,0.022831121,0.0010070533,0.55416316,0.08843453,0.2110653,0.051069416,0.06876371],"study_design_scores_gemma":[0.00005715468,0.00020087333,0.0026419966,0.000094249575,0.00003300832,0.0040444955,0.0008516917,0.84724265,0.006320362,0.04488177,0.09358884,0.00004286072],"about_ca_topic_score_codex":0.0035338658,"about_ca_topic_score_gemma":0.0035784743,"teacher_disagreement_score":0.024780916,"about_ca_system_score_codex":0.0004015978,"about_ca_system_score_gemma":0.00022213215,"threshold_uncertainty_score":0.082900465},"labels":[],"label_agreement":null},{"id":"W4405328637","doi":"10.1007/978-3-031-61535-1_24","title":"An Experimental Study on the Local Instability of Aluminum Circular Hollow Sections","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Instability; Aluminium; Materials science; Mechanics; Composite material; Physics","score_opus":0.010274090930341925,"score_gpt":0.22074997917949943,"score_spread":0.2104758882491575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405328637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939015,0.00018673722,0.0036286279,0.000027878146,0.0000183637,0.000024751182,0.00008579011,0.00006608899,0.0020603277],"genre_scores_gemma":[0.99744785,0.00007040928,0.0006575966,0.000011478291,0.000009570808,0.000014022435,0.00005169156,0.000016628628,0.0017209632],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997769,0.000035226636,0.000008580883,0.00004761176,0.00007921407,0.00005237668],"domain_scores_gemma":[0.9992575,0.000302172,0.00009180611,0.00014518546,0.00015721902,0.000046033634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031474268,0.0002933625,0.0003191482,0.00026030975,0.00062002364,0.00022079513,0.00060092745,0.00047289502,0.0043025613],"category_scores_gemma":[0.0006612243,0.00017235203,0.0002323607,0.00026209786,0.0006071612,0.0004063325,0.00047576812,0.00036794785,0.0005091058],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044021217,0.00014829403,0.00043983158,0.000044372657,0.00000429521,0.00008299459,0.00013825383,0.0004886724,0.9957682,0.00017323231,0.00007623155,0.0021954833],"study_design_scores_gemma":[0.00007120441,0.0035845425,0.008629249,0.000013262156,0.000026076546,0.00021137552,0.0004122041,0.0062852968,0.9796933,0.00017103578,0.00088394317,0.000018499753],"about_ca_topic_score_codex":0.00050160394,"about_ca_topic_score_gemma":0.0004826735,"teacher_disagreement_score":0.0043025613,"about_ca_system_score_codex":0.00019504936,"about_ca_system_score_gemma":0.00012131899,"threshold_uncertainty_score":0.014393508},"labels":[],"label_agreement":null},{"id":"W4405440190","doi":"10.1109/tsg.2024.3518358","title":"Suppression of the Dynamic Interactions Between a VSG and Dynamic Loads Under Weak-Grid Conditions","year":2024,"lang":"en","type":"article","venue":"IEEE Transactions on Smart Grid","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Charotar University of Science and Technology","keywords":"Grid; Dynamic demand; Control theory (sociology); Dynamic load testing; Computer science; Physics; Engineering; Power (physics); Mathematics; Structural engineering; Control (management)","score_opus":0.007868549754643397,"score_gpt":0.24721711989189052,"score_spread":0.2393485701372471,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405440190","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6277318,0.00016845333,0.36048615,0.00017915767,0.00007758315,0.00005635355,0.00008948879,0.0010146904,0.010196284],"genre_scores_gemma":[0.9978961,0.00002872548,0.0016627705,0.000007224681,0.0000032368323,0.000006757303,0.000022480606,0.000009690648,0.00036306263],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999031,0.000020101636,0.000006074242,0.000017102815,0.000037186324,0.000016460686],"domain_scores_gemma":[0.99984896,0.00006174358,0.000031156957,0.000022398923,0.000024310068,0.000011503991],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000153028,0.00053281704,0.00025619494,0.00019387086,0.00021255433,0.00032195763,0.00024329594,0.00019546378,0.0011953082],"category_scores_gemma":[0.00043253583,0.00007293476,0.00016180125,0.00014370959,0.00026954443,0.0003752924,0.00037079887,0.0002837156,0.00019410856],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007589094,0.00015567399,0.011431695,0.00045402785,0.00007936126,0.0009090395,0.00043841597,0.44755855,0.3984375,0.008409132,0.0015075044,0.12986019],"study_design_scores_gemma":[0.000038800677,0.0004093561,0.0076246243,0.000017593236,0.00003658296,0.00021957944,0.00011892056,0.936107,0.050123192,0.002636328,0.0026537916,0.000014260174],"about_ca_topic_score_codex":0.00057288335,"about_ca_topic_score_gemma":0.0010385825,"teacher_disagreement_score":0.0011953082,"about_ca_system_score_codex":0.00015221376,"about_ca_system_score_gemma":0.00017061636,"threshold_uncertainty_score":0.003998697},"labels":[],"label_agreement":null},{"id":"W4405444993","doi":"10.1088/1755-1315/1411/1/012004","title":"Mitigation of vibrations caused by inter-blade vortices using pumping cap for natural aeration","year":2024,"lang":"en","type":"article","venue":"IOP Conference Series Earth and Environmental Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"TransCanada (Canada)","funders":"","keywords":"Blade (archaeology); Aeration; Vibration; Vortex; Natural (archaeology); Environmental science; Mechanics; Marine engineering; Materials science; Physics; Engineering; Acoustics; Structural engineering; Geology; Waste management","score_opus":0.009243395104938736,"score_gpt":0.21303116892163124,"score_spread":0.2037877738166925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405444993","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81947994,0.0014986147,0.17238756,0.00028380338,0.00027005372,0.00010247102,0.00009445189,0.0012834024,0.004599836],"genre_scores_gemma":[0.98307043,0.00011465382,0.015725188,0.000030136922,0.00001940945,0.00001920082,0.000040357936,0.000039071474,0.0009414938],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997861,0.000040654322,0.000008558504,0.000035579207,0.00009307643,0.00003608099],"domain_scores_gemma":[0.99966264,0.000089134934,0.00004975021,0.000041429383,0.00012085734,0.000036287296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036667605,0.00042246093,0.00036727588,0.0003688232,0.0002970259,0.00044899347,0.00042399246,0.00038285172,0.0014011686],"category_scores_gemma":[0.00044956073,0.00017036131,0.00030172238,0.00016042156,0.0003210491,0.00047690803,0.00044230046,0.0003922758,0.00038959275],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040236174,0.00012317594,0.0015399791,0.00020596145,0.00001841253,0.00021050293,0.000070015805,0.009080368,0.91146094,0.00076383137,0.00092172343,0.07520277],"study_design_scores_gemma":[0.0000893039,0.0022124683,0.007808857,0.000035016867,0.00006462151,0.0003158788,0.000093402,0.13183919,0.846421,0.0004756767,0.0105837025,0.000060983435],"about_ca_topic_score_codex":0.0002938263,"about_ca_topic_score_gemma":0.00038716875,"teacher_disagreement_score":0.0014011686,"about_ca_system_score_codex":0.00017810395,"about_ca_system_score_gemma":0.00025957616,"threshold_uncertainty_score":0.0046873093},"labels":[],"label_agreement":null},{"id":"W4405757437","doi":"10.3390/dynamics4040046","title":"Derivation of an Analytical Solution of a Forced Cantilevered Tube Conveying Fluid","year":2024,"lang":"en","type":"article","venue":"Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tube (container); Cantilever; Mechanics; Materials science; Physics; Structural engineering; Mechanical engineering; Engineering","score_opus":0.010219324748008771,"score_gpt":0.23488457364572016,"score_spread":0.2246652488977114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405757437","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006460182,0.00031114774,0.98362494,0.00019279607,0.00018593961,0.00008446824,0.00007398029,0.00018086814,0.00888564],"genre_scores_gemma":[0.3121051,0.0018061949,0.64522463,0.00046278667,0.00020082846,0.0005083003,0.00019338643,0.0002560364,0.039242763],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99979705,0.000029414807,0.00001107005,0.00003176213,0.00011410712,0.000016603224],"domain_scores_gemma":[0.9997185,0.00008753809,0.000021865477,0.000020425812,0.00013638829,0.000015357458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004853605,0.0006994438,0.0006171692,0.0006658686,0.0005143743,0.00063332694,0.0009823275,0.0015008814,0.00565032],"category_scores_gemma":[0.0013995556,0.0003835716,0.00078837783,0.0003472349,0.000642383,0.0008342337,0.00078163756,0.0010245235,0.0016809202],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004947203,0.0001365516,0.0005872504,0.0008431885,0.000052685064,0.0019240837,0.0007524465,0.40812978,0.14523599,0.32818606,0.004957093,0.109145485],"study_design_scores_gemma":[0.000017147026,0.00007070966,0.00017988797,0.000069998656,0.000012624338,0.00036661746,0.00009577022,0.95852476,0.008406612,0.01802354,0.014202525,0.000029796793],"about_ca_topic_score_codex":0.0016845544,"about_ca_topic_score_gemma":0.0017571462,"teacher_disagreement_score":0.00565032,"about_ca_system_score_codex":0.00043836242,"about_ca_system_score_gemma":0.0014776039,"threshold_uncertainty_score":0.018902183},"labels":[],"label_agreement":null},{"id":"W4405912637","doi":"10.18280/mmep.111222","title":"An Analytic and Numerical Study of Helmholtz Equation Using Finite Element Method","year":2024,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Helmholtz equation; Mathematics; Mathematical analysis; Helmholtz free energy; Applied mathematics; Mixed finite element method; Analytic element method; Calculus (dental); Physics; Structural engineering; Engineering; Boundary value problem; Thermodynamics; Medicine","score_opus":0.04082866560280258,"score_gpt":0.27360094140103897,"score_spread":0.2327722757982364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405912637","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14624389,0.00360077,0.81217235,0.0006474223,0.0003263158,0.000121908815,0.00008913155,0.0001747986,0.036623392],"genre_scores_gemma":[0.81579375,0.002524195,0.1506513,0.00014836408,0.00015896543,0.00009206717,0.000100009944,0.00010733063,0.030423926],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997185,0.00009565277,0.000010427859,0.000029256727,0.0001231517,0.000023150422],"domain_scores_gemma":[0.9995165,0.00027708817,0.000033293687,0.000024140521,0.00012952476,0.000019562664],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004940698,0.00031685564,0.00062694843,0.0005585827,0.00048657696,0.0005853471,0.0006244893,0.00091350975,0.0020528573],"category_scores_gemma":[0.0017294515,0.00027495885,0.00041207587,0.000493505,0.0009060191,0.0010772265,0.00058564515,0.0006423628,0.00028631254],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020257189,0.00021390805,0.0016802475,0.00058584154,0.000062002866,0.0006164037,0.0006334306,0.6044414,0.087706596,0.23376365,0.0029135656,0.0671803],"study_design_scores_gemma":[0.0000054013994,0.000037302616,0.00040589078,0.000014343336,0.0000065578893,0.00016507448,0.000062122046,0.9883548,0.003029028,0.0056278966,0.002276521,0.000015062338],"about_ca_topic_score_codex":0.0022027923,"about_ca_topic_score_gemma":0.0010082269,"teacher_disagreement_score":0.0022027923,"about_ca_system_score_codex":0.00026346883,"about_ca_system_score_gemma":0.00057998754,"threshold_uncertainty_score":0.0068674684},"labels":[],"label_agreement":null},{"id":"W4406217981","doi":"10.12801/1947-5403.2024.16.01.14","title":"Reparative Raving","year":2024,"lang":"en","type":"article","venue":"Dancecult","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Brock University","funders":"","keywords":"Business","score_opus":0.005185429780998183,"score_gpt":0.2260633297897337,"score_spread":0.22087790000873553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406217981","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1470447,0.0014234642,0.0426506,0.0022834921,0.0030619858,0.0004669641,0.00059750455,0.003472495,0.7989989],"genre_scores_gemma":[0.31638607,0.0005728115,0.015249718,0.0012070703,0.00095916685,0.00010786599,0.0005941938,0.00061627314,0.6643068],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992824,0.00011934161,0.00003795518,0.00017565065,0.0002843716,0.00010021099],"domain_scores_gemma":[0.9987118,0.00017786225,0.000065274246,0.00044421505,0.00034167743,0.00025921958],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00095897773,0.0008495277,0.00041121294,0.001564006,0.002217188,0.002347717,0.0012596127,0.0014515546,0.09832588],"category_scores_gemma":[0.0029111512,0.00023660253,0.0005989236,0.00039179387,0.0012738925,0.0014721559,0.0026895888,0.0019216165,0.03148158],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011875898,0.001285652,0.0075423005,0.00061020174,0.00008802165,0.004472927,0.008324858,0.00093789166,0.070207864,0.04398527,0.08293011,0.77842736],"study_design_scores_gemma":[0.00007851043,0.00199292,0.030355778,0.00040303956,0.000079579644,0.00888479,0.00496448,0.0031317275,0.021688024,0.016105331,0.9122035,0.00011244984],"about_ca_topic_score_codex":0.0008996046,"about_ca_topic_score_gemma":0.0017070416,"teacher_disagreement_score":0.09832588,"about_ca_system_score_codex":0.00029672642,"about_ca_system_score_gemma":0.00042520466,"threshold_uncertainty_score":0.32893282},"labels":[],"label_agreement":null},{"id":"W4406363070","doi":"10.2139/ssrn.5097175","title":"Sustained Oscillations of Grid-Forming Ibrs Under Unbalanced Perturbation: Modal Analysis and Emt Studies","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec à Rimouski","funders":"","keywords":"Modal; Grid; Modal analysis; Perturbation (astronomy); Environmental science; Materials science; Physics; Structural engineering; Engineering; Geology; Geodesy; Finite element method; Composite material","score_opus":0.00845673256518555,"score_gpt":0.2564014391090131,"score_spread":0.24794470654382753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406363070","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.947451,0.00012158085,0.042120423,0.0000979256,0.000015598753,0.000017106962,0.000063855725,0.00009817078,0.01001434],"genre_scores_gemma":[0.99908864,0.000014156283,0.00037041493,0.0000030776878,0.0000018427836,0.0000022143834,0.000012395655,0.0000049139676,0.00050231075],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999467,0.000014361905,0.0000025051322,0.0000065879444,0.00001752899,0.000012363663],"domain_scores_gemma":[0.9997985,0.00008164918,0.000041494328,0.000019647263,0.00004012061,0.00001855812],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018279138,0.00017676738,0.00025891102,0.00027948312,0.00024065709,0.00038971324,0.00034858167,0.00030179918,0.0023034643],"category_scores_gemma":[0.00071713736,0.000101151636,0.00016467778,0.00023312231,0.00040498655,0.0003016703,0.00027758942,0.00026226032,0.00019776155],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017665859,0.00019342835,0.01964279,0.000347647,0.00008194045,0.002839728,0.0015852829,0.7372276,0.13419582,0.03010883,0.0023259656,0.06968432],"study_design_scores_gemma":[0.000011804522,0.00007247079,0.0060702846,0.000011284554,0.00000859678,0.00016746605,0.00023748395,0.98713535,0.0037278864,0.002180534,0.00036986498,0.0000069038483],"about_ca_topic_score_codex":0.00096643425,"about_ca_topic_score_gemma":0.000860189,"teacher_disagreement_score":0.0023034643,"about_ca_system_score_codex":0.00016065637,"about_ca_system_score_gemma":0.00008704411,"threshold_uncertainty_score":0.0077058077},"labels":[],"label_agreement":null},{"id":"W4406420336","doi":"10.1016/0967-0653(95)99013-h","title":"10.1016/0967-0653(95)99013-h","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Geology; Structural basin; Element (criminal law); Geomorphology; Structural engineering; Political science; Engineering; Law","score_opus":0.0034736648617955984,"score_gpt":0.15136336076906404,"score_spread":0.14788969590726844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406420336","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00067410147,0.00039244746,0.0010196703,0.0003515421,0.0003631543,0.00014218276,0.0007111183,0.00096114154,0.99538475],"genre_scores_gemma":[0.0009292725,0.00021491079,0.00042523415,0.00021513268,0.00006735589,0.000059884045,0.0003758355,0.00014874799,0.9975637],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994049,0.00004672952,0.000054299806,0.00021432164,0.00014492935,0.00013484406],"domain_scores_gemma":[0.9980804,0.0005157605,0.00011090853,0.00021630715,0.0004830722,0.00059363816],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00096026773,0.002788844,0.0015248045,0.002989389,0.002760183,0.0035441704,0.0032273203,0.0058135153,0.9889503],"category_scores_gemma":[0.0015362925,0.0009875449,0.0013014779,0.0023033833,0.0022497624,0.0048333625,0.0028245985,0.0021943757,0.99164796],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046310152,0.00028737166,0.0012325537,0.00081258174,0.000047539277,0.00038165218,0.0001570508,0.0006319374,0.0035656197,0.005958851,0.39370635,0.5927554],"study_design_scores_gemma":[0.00006183185,0.00020535082,0.0010367648,0.00042981093,0.000019266536,0.00048825826,0.00020722547,0.0002980676,0.0005610867,0.00089151895,0.9957696,0.000031147127],"about_ca_topic_score_codex":0.005050087,"about_ca_topic_score_gemma":0.003965333,"teacher_disagreement_score":0.011049688,"about_ca_system_score_codex":0.0010477204,"about_ca_system_score_gemma":0.000898642,"threshold_uncertainty_score":0.015761018},"labels":[],"label_agreement":null},{"id":"W4406480733","doi":"10.1016/0967-0653(95)96323-w","title":"10.1016/0967-0653(95)96323-w","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Poincaré conjecture; Slip (aerodynamics); Boundary value problem; Mathematical analysis; Coupling (piping); Heat equation; Physics; Mathematics; Mechanics; Materials science; Thermodynamics; Composite material","score_opus":0.0034548494811738988,"score_gpt":0.1512918855213298,"score_spread":0.1478370360401559,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406480733","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00070364296,0.00042224035,0.0010466098,0.0003765744,0.0003470321,0.00015141434,0.00074082176,0.0009460929,0.9952656],"genre_scores_gemma":[0.0009202653,0.00026165487,0.000481826,0.00023988394,0.00007158078,0.000075900425,0.00040967492,0.00017130266,0.99736804],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993855,0.000044370932,0.00005756769,0.0002275622,0.00015049696,0.00013458592],"domain_scores_gemma":[0.9979195,0.0005342534,0.00013147722,0.00022243022,0.00052964856,0.0006627671],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0010665633,0.0031615712,0.001679223,0.0029870693,0.0028728219,0.0036637315,0.0033257233,0.005618041,0.9878186],"category_scores_gemma":[0.0016337918,0.0010595365,0.0012867477,0.0024499006,0.0024157856,0.0054736235,0.0028826115,0.0023950052,0.9919606],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004471535,0.0002834674,0.0012646394,0.0008184828,0.000050519142,0.00038719838,0.00016516006,0.0005954316,0.0038647621,0.005901321,0.36814362,0.6180782],"study_design_scores_gemma":[0.000064514774,0.0002133218,0.0011336304,0.00046520724,0.000022164817,0.00052825094,0.00023078964,0.0002707432,0.00056800974,0.0009140752,0.9955568,0.000032537413],"about_ca_topic_score_codex":0.0054351855,"about_ca_topic_score_gemma":0.004405125,"teacher_disagreement_score":0.012181401,"about_ca_system_score_codex":0.0010538438,"about_ca_system_score_gemma":0.00093737314,"threshold_uncertainty_score":0.01737523},"labels":[],"label_agreement":null},{"id":"W4406512611","doi":"10.1016/s0967-0653(98)83160-8","title":"10.1016/s0967-0653(98)83160-8","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Buckling; Structural engineering; Materials science; Composite material; Engineering","score_opus":0.003554552880926393,"score_gpt":0.15403673135405826,"score_spread":0.15048217847313186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406512611","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0006785613,0.0005681169,0.001198865,0.00038413756,0.0004058948,0.00013728919,0.0007340066,0.0010718582,0.9948211],"genre_scores_gemma":[0.00072097825,0.00024568432,0.0004378602,0.00018827643,0.00007057256,0.00006387707,0.0003399859,0.00015297193,0.9977798],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99927574,0.00004827303,0.00006294687,0.00028452056,0.00017689682,0.00015163566],"domain_scores_gemma":[0.99762434,0.0005990845,0.00017410061,0.00026394718,0.000643035,0.0006955002],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0011910116,0.0031131802,0.0019547355,0.0033922007,0.0028171504,0.0042029703,0.0037841199,0.006258759,0.9872667],"category_scores_gemma":[0.0015860948,0.0011178524,0.001573432,0.0029582279,0.0024686474,0.0059889136,0.0030320855,0.0028837672,0.9924029],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048692065,0.0002571884,0.0011078591,0.0009014955,0.000061439205,0.00037846976,0.00016949452,0.0006088262,0.0037736476,0.008048064,0.3415315,0.64267504],"study_design_scores_gemma":[0.000058950234,0.00019389408,0.00067275245,0.00046660966,0.000022455277,0.00053756946,0.00016833846,0.0003224674,0.0005238332,0.00080135197,0.99619955,0.000032268807],"about_ca_topic_score_codex":0.0038348564,"about_ca_topic_score_gemma":0.003148895,"teacher_disagreement_score":0.012733281,"about_ca_system_score_codex":0.0012204034,"about_ca_system_score_gemma":0.0010638802,"threshold_uncertainty_score":0.018162489},"labels":[],"label_agreement":null},{"id":"W4406528795","doi":"10.1016/0967-0653(96)82141-7","title":"10.1016/0967-0653(96)82141-7","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Triad (sociology); Biological system; Environmental science; Physics; Psychology; Biology; Psychoanalysis","score_opus":0.003418168539344634,"score_gpt":0.15055904455358057,"score_spread":0.14714087601423595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406528795","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0006789079,0.00050158595,0.0009778162,0.00034918616,0.0003619392,0.00012072436,0.0006741393,0.00091073755,0.99542505],"genre_scores_gemma":[0.00094965246,0.0003085928,0.0004475681,0.00023136416,0.00007761785,0.00006365786,0.00041826887,0.00016088651,0.9973424],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99932384,0.000050300354,0.00006756411,0.00024251916,0.00016557118,0.0001502413],"domain_scores_gemma":[0.9977761,0.0005885102,0.00013846881,0.0002474387,0.0006057958,0.0006436847],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.001138936,0.0030275974,0.0017754523,0.002883268,0.0027293155,0.0041426755,0.0033596647,0.0055827443,0.9872728],"category_scores_gemma":[0.0015321384,0.0011417358,0.0013900489,0.0025465484,0.0025318952,0.005526594,0.0028845365,0.0027141543,0.99245185],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048202524,0.00026791633,0.0012946934,0.0008719593,0.0000626235,0.00038878125,0.00015213701,0.00067571166,0.0041682045,0.006456664,0.34494448,0.64023477],"study_design_scores_gemma":[0.00006801639,0.00023719775,0.0010542972,0.0005502916,0.000025366517,0.00061031076,0.00023723756,0.00036011115,0.00071817776,0.0009902185,0.9951106,0.000038118276],"about_ca_topic_score_codex":0.0041456628,"about_ca_topic_score_gemma":0.0035299927,"teacher_disagreement_score":0.012727201,"about_ca_system_score_codex":0.001083901,"about_ca_system_score_gemma":0.0009211268,"threshold_uncertainty_score":0.018153787},"labels":[],"label_agreement":null},{"id":"W4406535635","doi":"10.1016/0967-0653(93)92999-z","title":"10.1016/0967-0653(93)92999-z","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geology; Mechanics; Physics","score_opus":0.0030730276680989337,"score_gpt":0.14686317653786904,"score_spread":0.1437901488697701,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406535635","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008447556,0.00047494716,0.0012172388,0.00041079463,0.00037977277,0.00014436162,0.000761943,0.0009749146,0.9947914],"genre_scores_gemma":[0.0012193641,0.000311448,0.0006342484,0.00025901385,0.00007704277,0.00007680026,0.00048065762,0.00017989165,0.9967616],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99933606,0.000047202582,0.000060929222,0.00024137582,0.00016427563,0.00015021536],"domain_scores_gemma":[0.9980089,0.0005192051,0.00012568913,0.00022590862,0.0005057211,0.00061466184],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0011184647,0.002904685,0.0016046002,0.002961001,0.0028211717,0.0037523126,0.0031776633,0.0055202004,0.98688436],"category_scores_gemma":[0.0015731173,0.0011227027,0.0012407694,0.0025810983,0.0024450459,0.0054484457,0.0027600059,0.0024249465,0.99127966],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046577834,0.0002992827,0.0017041251,0.0008640963,0.000055219338,0.00047491383,0.00019092586,0.00069048046,0.004361641,0.0073706084,0.30802116,0.6755017],"study_design_scores_gemma":[0.00006719138,0.00024339251,0.001235811,0.0005562027,0.000026440284,0.00074647734,0.0002648335,0.00036978797,0.00072836544,0.0010686427,0.9946576,0.000035252855],"about_ca_topic_score_codex":0.004433045,"about_ca_topic_score_gemma":0.0035324742,"teacher_disagreement_score":0.013115644,"about_ca_system_score_codex":0.0010357669,"about_ca_system_score_gemma":0.00094341254,"threshold_uncertainty_score":0.018707812},"labels":[],"label_agreement":null},{"id":"W4406538106","doi":"10.1016/s0967-0653(98)81060-0","title":"10.1016/s0967-0653(98)81060-0","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Flow (mathematics); Mechanics; Computer simulation; Computer science; Geology; Physics","score_opus":0.0035876519004757516,"score_gpt":0.15441443077635744,"score_spread":0.1508267788758817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406538106","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00055637566,0.00043382848,0.001066725,0.0003484025,0.00035455267,0.000112853886,0.00055572373,0.0008757276,0.9956958],"genre_scores_gemma":[0.0006847773,0.00020942528,0.00042154206,0.00017333394,0.00006257936,0.000054599917,0.00030421754,0.00013560899,0.9979539],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993772,0.000043850076,0.00005373915,0.00023408809,0.00016877495,0.00012230338],"domain_scores_gemma":[0.9979278,0.00050581555,0.0001351978,0.00023521463,0.000578828,0.00061717903],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0010025206,0.002507039,0.0014864143,0.0030274275,0.0023182738,0.0035921873,0.00317233,0.005275085,0.9865138],"category_scores_gemma":[0.001547679,0.00085769343,0.0013366892,0.0024817467,0.0019324853,0.0049913577,0.0024949543,0.0023628238,0.9910561],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035716515,0.0002118387,0.00095770194,0.0006727818,0.000045675526,0.00029285296,0.00013212832,0.00048822694,0.002977647,0.0070250463,0.32361305,0.6632258],"study_design_scores_gemma":[0.000042320225,0.00014378525,0.00064923137,0.00035504813,0.00001642036,0.00042995607,0.00013186512,0.00025044422,0.00040444537,0.00067919574,0.9968733,0.000023885468],"about_ca_topic_score_codex":0.004054598,"about_ca_topic_score_gemma":0.0031356434,"teacher_disagreement_score":0.0134862065,"about_ca_system_score_codex":0.0010552523,"about_ca_system_score_gemma":0.0010185398,"threshold_uncertainty_score":0.019236445},"labels":[],"label_agreement":null},{"id":"W4406670092","doi":"10.1016/b978-0-08-092854-8.50012-1","title":"10.1016/b978-0-08-092854-8.50012-1","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Dynamics (music); Physics; Acoustics","score_opus":0.0049966834662484114,"score_gpt":0.15292652685146263,"score_spread":0.14792984338521423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406670092","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000229814,0.00037954317,0.001463942,0.00026423368,0.00016121271,0.000041687526,0.000634143,0.0010028614,0.99582255],"genre_scores_gemma":[0.00057401863,0.00022847977,0.00045915923,0.00008581411,0.00003223143,0.000026374022,0.00039870365,0.0002321823,0.9979631],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995962,0.000023931027,0.00002258166,0.00012994402,0.00015647925,0.00007088493],"domain_scores_gemma":[0.9986375,0.00039666888,0.00008976673,0.00019604518,0.0003068829,0.00037312703],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0007536009,0.0017439821,0.0010625796,0.001700682,0.0010884176,0.0040797032,0.00251809,0.0033628067,0.9728222],"category_scores_gemma":[0.0013976549,0.00065640255,0.0006572639,0.0016926635,0.0008889494,0.003944013,0.0023208812,0.0017256308,0.98646575],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011547086,0.000104820654,0.0003686307,0.00034282947,0.000014822588,0.00011728971,0.00007660167,0.0003332722,0.0030857697,0.006753562,0.33517605,0.65351087],"study_design_scores_gemma":[0.00001240261,0.000043596527,0.00046923326,0.00019070604,0.000006903276,0.00019173566,0.00006719966,0.0001472878,0.000395105,0.0011116865,0.9973533,0.000010743262],"about_ca_topic_score_codex":0.0024222028,"about_ca_topic_score_gemma":0.0026279846,"teacher_disagreement_score":0.02717781,"about_ca_system_score_codex":0.00077170675,"about_ca_system_score_gemma":0.00071476056,"threshold_uncertainty_score":0.038765788},"labels":[],"label_agreement":null},{"id":"W4406691518","doi":"10.1017/9781108686631.013","title":"Role of Deformation on Thermal Regimes of Transform Margins","year":2025,"lang":"en","type":"book-chapter","venue":"Cambridge University Press eBooks","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geoscience BC","funders":"","keywords":"Deformation (meteorology); Materials science; Thermal; Geology; Composite material; Geography; Meteorology","score_opus":0.005777580729718997,"score_gpt":0.1587755375514796,"score_spread":0.15299795682176062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406691518","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44540697,0.014376332,0.043674808,0.0012002442,0.00022878504,0.000022471979,0.0001584311,0.0002843938,0.49464753],"genre_scores_gemma":[0.96164113,0.0050532194,0.0024165036,0.00008816842,0.000060840524,0.000011296819,0.00005331471,0.00008867877,0.03058675],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9999548,0.000008210655,0.0000015168442,0.00001269475,0.000016256154,0.0000065437152],"domain_scores_gemma":[0.9999622,0.00001961977,0.0000041944472,0.0000056702784,0.0000048416487,0.0000034344646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008089263,0.0001953479,0.0001623316,0.0001475191,0.00027586843,0.001027711,0.00022253557,0.00024214323,0.0030241492],"category_scores_gemma":[0.00018258061,0.00014244,0.00016166308,0.00018606265,0.00085306354,0.0006202222,0.00056106655,0.0004176871,0.0004726332],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022275477,0.000056068406,0.0047399784,0.00036521762,0.000023848055,0.00070065935,0.0035034486,0.10337623,0.18397291,0.4752397,0.0043878686,0.22341126],"study_design_scores_gemma":[0.000051187544,0.00033116335,0.049685888,0.0005247539,0.00008116091,0.0018712425,0.003186155,0.18694116,0.101899736,0.34500927,0.31025547,0.00016283945],"about_ca_topic_score_codex":0.0007144333,"about_ca_topic_score_gemma":0.00083020446,"teacher_disagreement_score":0.0030241492,"about_ca_system_score_codex":0.0003739109,"about_ca_system_score_gemma":0.00020980166,"threshold_uncertainty_score":0.010116816},"labels":[],"label_agreement":null},{"id":"W4406740385","doi":"10.1016/j.jfluidstructs.2024.104260","title":"A model for the axial-bending-torsional dynamics of pipes conveying fluid","year":2025,"lang":"en","type":"article","venue":"Journal of Fluids and Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University; Fundação de Amparo à Pesquisa do Estado de São Paulo; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Ministère des relations internationales et de la Francophonie","keywords":"Bending; Dynamics (music); Structural engineering; Mechanics; Computational fluid dynamics; Materials science; Engineering; Physics; Acoustics","score_opus":0.008532420496821699,"score_gpt":0.23759163006558384,"score_spread":0.22905920956876213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406740385","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08615067,0.0009189364,0.862868,0.0018728985,0.00041386147,0.00017355071,0.0011189808,0.00074219995,0.04574097],"genre_scores_gemma":[0.92364544,0.0009455669,0.022693975,0.00017633889,0.00013899503,0.00039988692,0.0005332344,0.00013492072,0.051331766],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979526,0.000053497824,0.0000107986725,0.000051434323,0.00005945872,0.00002954281],"domain_scores_gemma":[0.99973375,0.00011685004,0.000039423936,0.00001864398,0.000060992952,0.00003033498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003631794,0.0008764911,0.0011166251,0.00060462725,0.0008762384,0.001349451,0.0018461049,0.0037605963,0.008040197],"category_scores_gemma":[0.0011173376,0.0006034692,0.0008538032,0.0006449927,0.001078473,0.0017504318,0.0010413696,0.0012521817,0.0012582258],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029207426,0.000028936027,0.00023463534,0.000049093764,0.000011906144,0.0001323296,0.00006379233,0.97444123,0.0021176885,0.01967319,0.000610079,0.0026078464],"study_design_scores_gemma":[0.000013040173,0.000015232254,0.00007072683,0.0000047745916,0.0000042232696,0.0000147733235,0.000008380324,0.9969234,0.000119706674,0.002161841,0.000657234,0.0000067321616],"about_ca_topic_score_codex":0.013758254,"about_ca_topic_score_gemma":0.0058714277,"teacher_disagreement_score":0.013758254,"about_ca_system_score_codex":0.0008906238,"about_ca_system_score_gemma":0.0014316426,"threshold_uncertainty_score":0.027356327},"labels":[],"label_agreement":null},{"id":"W4407271008","doi":"10.1016/j.engstruct.2025.119823","title":"Fuzzy-probabilistic evaluation for the dynamic instability of corroded buried pipes conveying fluids","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Dalhousie University; Cairo University","keywords":"Instability; Probabilistic logic; Fuzzy logic; Structural engineering; Geotechnical engineering; Engineering; Corrosion; Geology; Materials science; Computer science; Mechanics; Physics; Composite material; Artificial intelligence","score_opus":0.007641390803543875,"score_gpt":0.24502098007225098,"score_spread":0.23737958926870711,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407271008","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15921232,0.00035885585,0.83575904,0.00020008358,0.000027237911,0.00004602725,0.00011555668,0.00013512096,0.004145749],"genre_scores_gemma":[0.9887538,0.00011010039,0.009877527,0.000017894463,0.000010827416,0.000032064945,0.000038863724,0.0000071333993,0.0011517879],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99946314,0.0001859633,0.000022202355,0.00009463681,0.00016746954,0.00006653987],"domain_scores_gemma":[0.9987124,0.0007465182,0.00025993315,0.00005118534,0.00018985062,0.00004014979],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012952412,0.0007648709,0.00053100707,0.0011039454,0.00035030567,0.0009630173,0.0009392474,0.0011598897,0.0012241569],"category_scores_gemma":[0.003284419,0.00036758813,0.0009350454,0.0004222232,0.0007043714,0.000981596,0.0005814005,0.000617063,0.00017134969],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014257757,0.000013074249,0.0005659566,0.000013092953,0.00001164558,0.00003452634,0.000018494406,0.9924096,0.00064412656,0.0036595413,0.000045362296,0.0025702862],"study_design_scores_gemma":[6.349181e-7,0.00000789884,0.0001315892,0.0000016961823,0.0000023927166,0.0000054483617,0.0000038132232,0.9989342,0.000087606495,0.0007894351,0.000032290653,0.0000030514918],"about_ca_topic_score_codex":0.009584113,"about_ca_topic_score_gemma":0.0074553383,"teacher_disagreement_score":0.009584113,"about_ca_system_score_codex":0.0010999616,"about_ca_system_score_gemma":0.0007313026,"threshold_uncertainty_score":0.019056618},"labels":[],"label_agreement":null},{"id":"W4407578988","doi":"10.1115/1.4067927","title":"Lateral and Transverse Stiffness Requirements for Supports of Pipeline Systems Conveying Fluids","year":2025,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; Nova Chemicals (Canada); University of Ottawa","funders":"Mitacs","keywords":"Transverse plane; Pipeline (software); Stiffness; Geology; Structural engineering; Engineering; Mechanics; Materials science; Geotechnical engineering; Mechanical engineering; Physics","score_opus":0.007897774106752416,"score_gpt":0.2445616295457061,"score_spread":0.23666385543895369,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407578988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8185069,0.000183053,0.1762443,0.00007877224,0.0000109031125,0.00003843687,0.00015172342,0.00021805166,0.004567792],"genre_scores_gemma":[0.99463934,0.00002543331,0.0050720256,0.0000020036482,0.0000011833109,0.000011721027,0.000022381952,0.0000042844526,0.00022172404],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973196,0.00004888855,0.00002125724,0.000030766798,0.00012935528,0.000037813392],"domain_scores_gemma":[0.9988387,0.0005896287,0.00025392888,0.00006230468,0.00021957008,0.000035789417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036887755,0.00030603382,0.00017907422,0.00049795647,0.00020690978,0.00039632007,0.0002876321,0.00037112142,0.0014067462],"category_scores_gemma":[0.002337381,0.00014506323,0.00014172033,0.00014453965,0.00026013658,0.00030439786,0.0002819545,0.00011801842,0.00026691012],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005541679,0.00007014266,0.009507637,0.00045277464,0.000015273743,0.00055041193,0.00034806435,0.29236713,0.6193961,0.0050569414,0.0004033228,0.071278006],"study_design_scores_gemma":[0.000036279176,0.0009707399,0.013118594,0.00006433652,0.000026621048,0.00061959424,0.00033893363,0.79277754,0.18829998,0.0015963713,0.0020859302,0.000065127315],"about_ca_topic_score_codex":0.00096577057,"about_ca_topic_score_gemma":0.0015113954,"teacher_disagreement_score":0.0014067462,"about_ca_system_score_codex":0.00019598502,"about_ca_system_score_gemma":0.0003869348,"threshold_uncertainty_score":0.0047060847},"labels":[],"label_agreement":null},{"id":"W4407914858","doi":"10.23977/jeis.2025.100104","title":"Research on the Stability of Nonlinear Oscillator Systems Based on Time Delay Coupling","year":2025,"lang":"en","type":"article","venue":"Journal of Electronics and Information Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Education Department of Jiangxi Province","keywords":"Nonlinear system; Stability (learning theory); Coupling (piping); Control theory (sociology); Computer science; Physics; Materials science; Quantum mechanics; Artificial intelligence","score_opus":0.013620140563876365,"score_gpt":0.27848546712774497,"score_spread":0.26486532656386863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407914858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.510025,0.0050702565,0.47021398,0.00036815857,0.00011976794,0.00006444799,0.00006634979,0.0001327446,0.013939172],"genre_scores_gemma":[0.97938156,0.0020796715,0.016773788,0.000020815356,0.000021586064,0.000035866993,0.000032639397,0.0000132351215,0.0016407638],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989104,0.000024233153,0.000005786976,0.0000309633,0.000037992893,0.000009941662],"domain_scores_gemma":[0.9997683,0.0001214855,0.000044301527,0.000015803098,0.00003874609,0.000011379635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002374557,0.00036870915,0.00029810367,0.00042581657,0.00035856618,0.000395602,0.0003271059,0.0002928765,0.00071562926],"category_scores_gemma":[0.00089068495,0.00015646692,0.0003351133,0.00033179254,0.00055882765,0.0009496327,0.00032244725,0.0003499692,0.00008648002],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014017287,0.000071986,0.00572088,0.00060587004,0.00014981169,0.00040851865,0.000700222,0.54674214,0.21895221,0.18514708,0.0003034348,0.04105767],"study_design_scores_gemma":[0.000009639649,0.00011500026,0.0013908976,0.000022195063,0.000025242263,0.00010147111,0.00006530365,0.967935,0.0095531335,0.019134333,0.0016231159,0.000024666182],"about_ca_topic_score_codex":0.0010537117,"about_ca_topic_score_gemma":0.0004909498,"teacher_disagreement_score":0.0010537117,"about_ca_system_score_codex":0.00031973264,"about_ca_system_score_gemma":0.00028622165,"threshold_uncertainty_score":0.0023940802},"labels":[],"label_agreement":null},{"id":"W4407989592","doi":"10.1016/j.ijnonlinmec.2025.105056","title":"In-plane simultaneous resonance instability behaviors of a fixed arch under a two-frequency radial uniformly distributed excitation","year":2025,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada; Bureau of Education of Guangzhou Municipality","keywords":"Instability; Arch; Excitation; Plane (geometry); Resonance (particle physics); Physics; Mechanics; Mathematics; Geometry; Atomic physics; Structural engineering; Engineering","score_opus":0.008513544158826514,"score_gpt":0.27867146436056117,"score_spread":0.2701579202017347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407989592","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97143674,0.000053922853,0.024993345,0.0000434329,0.000010232735,0.000008558956,0.000023886716,0.000058189526,0.00337173],"genre_scores_gemma":[0.99657613,0.000032438613,0.002359102,0.0000058092373,0.0000016249047,0.000004222213,0.000011363679,0.000005297701,0.0010039771],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993503,0.000008512026,0.0000024682224,0.0000139924105,0.00002719366,0.000012803046],"domain_scores_gemma":[0.9998901,0.000038230817,0.00002258005,0.000016813196,0.000020257428,0.000012109465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014835248,0.0002009892,0.00020194123,0.00026041453,0.00027849604,0.0003216404,0.00027389498,0.00029673858,0.0010697341],"category_scores_gemma":[0.0003212215,0.000120934135,0.00017817359,0.00014426289,0.0006027958,0.00023046079,0.00026610465,0.00023463731,0.000120514655],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003910664,0.00008009402,0.006931494,0.00012776328,0.0000393427,0.0012183761,0.00073846086,0.22618473,0.73658264,0.007291183,0.00035530896,0.020059515],"study_design_scores_gemma":[0.000015449872,0.00030700598,0.012525687,0.000017386421,0.000027489394,0.00030561574,0.000661179,0.8872113,0.096554436,0.0013632152,0.0009708337,0.00004039924],"about_ca_topic_score_codex":0.0008493532,"about_ca_topic_score_gemma":0.0010531257,"teacher_disagreement_score":0.0010697341,"about_ca_system_score_codex":0.00019646194,"about_ca_system_score_gemma":0.00014344591,"threshold_uncertainty_score":0.0035786033},"labels":[],"label_agreement":null},{"id":"W4408231156","doi":"10.1115/1.4068133","title":"Flow-Induced Vibration Analysis of Rigid Horizontal Pipelines Under Two-Phase Flow and Leak Conditions","year":2025,"lang":"en","type":"article","venue":"Journal of Fluids Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Laboratories; University of Calgary","funders":"","keywords":"Flow (mathematics); Leak; Mechanics; Pipeline transport; Vibration; Two-phase flow; Geology; Engineering; Physics; Acoustics; Mechanical engineering; Thermodynamics","score_opus":0.007116862592503741,"score_gpt":0.2569446662015944,"score_spread":0.24982780360909065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408231156","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942263,0.000011938082,0.00546156,0.000011333662,0.000002086442,0.000006306846,0.000034732806,0.000048397626,0.00019733231],"genre_scores_gemma":[0.9994394,0.000005889669,0.0004257445,0.0000018409411,5.162488e-7,0.0000031682875,0.000026269876,0.000003073423,0.000094148556],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999037,0.00001484909,0.000004629335,0.000017010398,0.000039964892,0.000019925918],"domain_scores_gemma":[0.9998658,0.000055018285,0.000029796785,0.000012948226,0.000023436818,0.000012956193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000200031,0.00021751622,0.00017827487,0.00027676095,0.0001722574,0.00015949407,0.00017331973,0.00018182835,0.00091405964],"category_scores_gemma":[0.00045025634,0.000091903676,0.00016550263,0.00014040807,0.00045384196,0.00020824814,0.00023422758,0.00012880922,0.00007169907],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00088453165,0.00019331364,0.017738037,0.000113932525,0.000024791312,0.00038751485,0.00037659443,0.08428518,0.8690558,0.00040434848,0.00019662097,0.02633941],"study_design_scores_gemma":[0.00007052133,0.0018807725,0.13481212,0.000017368046,0.000031363594,0.0001906053,0.00048266337,0.6412585,0.22027338,0.0004421755,0.00048780016,0.00005283033],"about_ca_topic_score_codex":0.0011932264,"about_ca_topic_score_gemma":0.00067325984,"teacher_disagreement_score":0.0011932264,"about_ca_system_score_codex":0.00014947537,"about_ca_system_score_gemma":0.00015168462,"threshold_uncertainty_score":0.0030578375},"labels":[],"label_agreement":null},{"id":"W4408260253","doi":"10.23977/jeis.2025.100105","title":"Research on the Stability of Nonlinear Oscillator Systems Based on Time Delay Coupling","year":2025,"lang":"en","type":"article","venue":"Journal of Electronics and Information Science","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Stability (learning theory); Coupling (piping); Nonlinear system; Control theory (sociology); Physics; Computer science; Mathematics; Materials science; Quantum mechanics","score_opus":0.013620140563876365,"score_gpt":0.27848546712774497,"score_spread":0.26486532656386863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408260253","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12498778,0.0013097988,0.86599225,0.0003043601,0.00006651205,0.000031502528,0.000031387135,0.00009586362,0.0071805115],"genre_scores_gemma":[0.96439856,0.0011724075,0.030605242,0.000029331592,0.00003069337,0.000038629405,0.00003222428,0.000028430102,0.0036644724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998405,0.00003998242,0.0000059531462,0.000046690093,0.00005372552,0.000013113875],"domain_scores_gemma":[0.9994886,0.00032250557,0.000073641444,0.000022976024,0.00007786147,0.000014433463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036888348,0.00034431313,0.00031737625,0.00025199083,0.0002820499,0.00051549193,0.00041547557,0.00036667922,0.0012467763],"category_scores_gemma":[0.0018098439,0.00016312215,0.000310093,0.00027430948,0.00045714984,0.0006946824,0.00030786396,0.000452453,0.00016367526],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011653267,0.00003135178,0.0025512362,0.00028335824,0.00007128434,0.00014617252,0.00025520063,0.8755908,0.029296257,0.040057395,0.00031686263,0.051283576],"study_design_scores_gemma":[0.000002734764,0.000025405341,0.0003629998,0.0000072347575,0.0000059675226,0.00002150113,0.00001795517,0.9952715,0.0013099936,0.00249956,0.00046947962,0.000005679325],"about_ca_topic_score_codex":0.0019058463,"about_ca_topic_score_gemma":0.001102776,"teacher_disagreement_score":0.0019058463,"about_ca_system_score_codex":0.0003446517,"about_ca_system_score_gemma":0.00032630013,"threshold_uncertainty_score":0.0041708946},"labels":[],"label_agreement":null},{"id":"W4408345988","doi":"10.1109/icassp49660.2025.10889511","title":"Radiation and Directivity Analysis of a Vibrating Dome-Shaped Radiator Mounted on an Infinite Baffle","year":2025,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut National de la Recherche Scientifique; Université du Québec à Montréal","funders":"National Key Research and Development Program of China; China Postdoctoral Science Foundation; National Science Foundation","keywords":"Baffle; Radiator (engine cooling); Directivity; Dome (geology); Acoustics; Radiation; Optics; Physics; Geology; Engineering; Mechanical engineering; Electrical engineering; Antenna (radio)","score_opus":0.004551956945350931,"score_gpt":0.24040838093146727,"score_spread":0.23585642398611634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408345988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7182074,0.00021548613,0.27196166,0.00019557671,0.000025383002,0.000043674783,0.000067247835,0.00035439638,0.008929165],"genre_scores_gemma":[0.984832,0.000118504846,0.011920661,0.000035061083,0.000012531984,0.00003349635,0.000040020015,0.000029933584,0.002977726],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975723,0.000070994334,0.00000855155,0.00005092574,0.00008451595,0.000027768738],"domain_scores_gemma":[0.9994468,0.00027821166,0.00008366369,0.000056853194,0.000102572114,0.0000319189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038932782,0.00042302193,0.000519517,0.0003155163,0.00014699015,0.0004523178,0.0004918376,0.00068853254,0.001523462],"category_scores_gemma":[0.00096198934,0.0002248565,0.00053295295,0.0001851507,0.00067714875,0.00042355657,0.00046745056,0.0003100732,0.00048926845],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000865435,0.00011721171,0.005577885,0.00023205066,0.000091325506,0.0010732339,0.00065853266,0.2508953,0.6995336,0.009721012,0.00038962183,0.03084481],"study_design_scores_gemma":[0.000059284983,0.0007036524,0.010723332,0.000042278934,0.00004633329,0.00062625034,0.00027885905,0.89631456,0.087987915,0.0016654665,0.0014775958,0.0000743713],"about_ca_topic_score_codex":0.00035985137,"about_ca_topic_score_gemma":0.00019071893,"teacher_disagreement_score":0.001523462,"about_ca_system_score_codex":0.000247481,"about_ca_system_score_gemma":0.00019134006,"threshold_uncertainty_score":0.005096495},"labels":[],"label_agreement":null},{"id":"W4408947256","doi":"10.1017/flo.2024.29","title":"Modelling outlet power loss in Archimedes screw generators","year":2024,"lang":"en","type":"article","venue":"Flow","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"Natural Sciences and Engineering Research Council of Canada; École Nationale du Génie de l'Eau et de l'Environnement de Strasbourg","keywords":"Power loss; Power (physics); Mechanics; Mechanical engineering; Electrical engineering; Engineering; Physics; Thermodynamics","score_opus":0.00844030341041345,"score_gpt":0.2043628899188601,"score_spread":0.19592258650844663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408947256","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9714585,0.00012538832,0.02507659,0.0000895301,0.000028025532,0.00003874297,0.0011326697,0.00041169472,0.0016388991],"genre_scores_gemma":[0.995883,0.000046409234,0.0026195252,0.000010286911,0.000004345645,0.000025180172,0.00092749856,0.000018529548,0.00046514563],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999814,0.00003299936,0.000010167209,0.00005980977,0.000052496747,0.000030674717],"domain_scores_gemma":[0.9995183,0.00031121672,0.00003768041,0.000035250792,0.000076694276,0.000020835232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054458505,0.00073515135,0.0004717287,0.0007515541,0.00026203063,0.00064851606,0.0006473511,0.00080390624,0.00088655006],"category_scores_gemma":[0.0013133916,0.00024981753,0.0005411402,0.00040863053,0.00037856228,0.0006664927,0.00032144054,0.0005688483,0.00025841556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012574244,0.000107449465,0.010632412,0.000043924916,0.000012763304,0.00009465802,0.000024383562,0.9748619,0.0025708545,0.00019611782,0.00051105587,0.010818702],"study_design_scores_gemma":[0.000006016226,0.000042659423,0.002652525,0.000004274818,0.0000025405186,0.000008549004,0.000013608451,0.99524033,0.0017434347,0.00012101316,0.0001604591,0.0000044862986],"about_ca_topic_score_codex":0.009767347,"about_ca_topic_score_gemma":0.0065264865,"teacher_disagreement_score":0.009767347,"about_ca_system_score_codex":0.0005807788,"about_ca_system_score_gemma":0.000417798,"threshold_uncertainty_score":0.019420981},"labels":[],"label_agreement":null},{"id":"W4409199577","doi":"10.1016/j.engstruct.2025.120238","title":"Low-dimensional dynamic modeling for planar truss structures using assumed mode weighting","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Truss; Planar; Weighting; Structural engineering; Mode (computer interface); Engineering; Computer science; Physics; Acoustics","score_opus":0.00519534649695304,"score_gpt":0.2326907844884649,"score_spread":0.22749543799151184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409199577","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07298898,0.00012304823,0.9107487,0.00007857255,0.000021348978,0.00003239048,0.00011904564,0.00025878043,0.015629133],"genre_scores_gemma":[0.93558705,0.0001962948,0.0514049,0.000039247803,0.000012217845,0.00007665808,0.00015145316,0.000107577194,0.01242452],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991703,0.000014998015,0.0000033037102,0.000013337451,0.00003826435,0.000013038358],"domain_scores_gemma":[0.9998869,0.00003309247,0.00001774271,0.000016572285,0.00003896748,0.000006705087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001625861,0.00041365626,0.000322478,0.00034265715,0.00021806006,0.00048701867,0.0009577907,0.0007355767,0.002574371],"category_scores_gemma":[0.00044979967,0.00030136362,0.00043016716,0.0002791135,0.0002514415,0.0006403219,0.00034232804,0.0003984918,0.0007376443],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008789779,0.00001724453,0.0001840106,0.000019958023,0.0000048438737,0.000030701765,0.00002640949,0.9838668,0.004960311,0.0045807334,0.00012645609,0.006173661],"study_design_scores_gemma":[7.550758e-7,0.0000044890726,0.00006685673,0.0000017272802,0.0000010006078,0.000005807596,0.000004127497,0.99902713,0.00033032548,0.00038379137,0.00017242864,0.0000016202589],"about_ca_topic_score_codex":0.0042586494,"about_ca_topic_score_gemma":0.005147573,"teacher_disagreement_score":0.0042586494,"about_ca_system_score_codex":0.0003215202,"about_ca_system_score_gemma":0.00034930103,"threshold_uncertainty_score":0.008612156},"labels":[],"label_agreement":null},{"id":"W4409359746","doi":"10.1139/cjp-2024-0157","title":"Incompressible laminar and inviscid flow through a cylindrical duct of an arbitrary cross section, using dimensional analysis","year":2025,"lang":"en","type":"article","venue":"Canadian Journal of Physics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Inviscid flow; Physics; Laminar flow; Duct (anatomy); Compressibility; Mechanics; Incompressible flow; Cross section (physics); Flow (mathematics); Classical mechanics; Medicine; Anatomy","score_opus":0.010845257025389389,"score_gpt":0.24651035177712732,"score_spread":0.23566509475173794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409359746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.664511,0.0014282126,0.31115952,0.00053942704,0.000111613685,0.00010333483,0.0002726279,0.00020464159,0.021669528],"genre_scores_gemma":[0.95207226,0.00063758524,0.042357273,0.000039735572,0.000078712605,0.000079374455,0.00012858691,0.000035818248,0.004570548],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99979526,0.00008082638,0.000015305854,0.000029070954,0.000056379005,0.000023212779],"domain_scores_gemma":[0.9996358,0.0001901115,0.00008128367,0.000024254894,0.0000412618,0.000027304497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057998917,0.00062795094,0.0005828114,0.0010155191,0.0007362671,0.0012782338,0.000518469,0.0007774634,0.00064720487],"category_scores_gemma":[0.0019718655,0.00032855137,0.00051128253,0.0005917075,0.0013393933,0.0008795476,0.0008382237,0.0003460015,0.00009488241],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016984325,0.00008841849,0.0040721274,0.0002907351,0.000028447066,0.00035633027,0.0004119847,0.766546,0.025011776,0.18132244,0.0006412826,0.021060657],"study_design_scores_gemma":[0.000015298852,0.000052214233,0.0016183215,0.000014738491,0.000006519659,0.00009926188,0.00006876495,0.9752951,0.0018575819,0.020302597,0.00064883294,0.000020791085],"about_ca_topic_score_codex":0.002240446,"about_ca_topic_score_gemma":0.001951213,"teacher_disagreement_score":0.002240446,"about_ca_system_score_codex":0.00057630625,"about_ca_system_score_gemma":0.0007135948,"threshold_uncertainty_score":0.004454732},"labels":[],"label_agreement":null},{"id":"W4409474001","doi":"10.1109/lwc.2025.3560861","title":"Dimensional Scaling Laws for Continuous Fluid Antenna Systems","year":2025,"lang":"en","type":"article","venue":"IEEE Wireless Communications Letters","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council; European Research Council; Queen's University; Queen's University Belfast; European Commission","keywords":"Scaling law; Computer science; Antenna (radio); Scaling; Telecommunications; Mathematics; Geometry","score_opus":0.012361835441352335,"score_gpt":0.2401486300058851,"score_spread":0.22778679456453277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409474001","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.062292185,0.0018471398,0.89467347,0.0010984302,0.00026642263,0.000075925665,0.00014312458,0.00038122848,0.039222002],"genre_scores_gemma":[0.93961823,0.0025461174,0.046578158,0.0005957822,0.0004510506,0.00028372032,0.00016669293,0.0001758286,0.009584373],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991697,0.00023205744,0.000041330994,0.00011937208,0.0003142577,0.00012336449],"domain_scores_gemma":[0.9949136,0.0027093752,0.00075657235,0.00037003396,0.0010063959,0.00024412147],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013530061,0.00081776717,0.00065209216,0.001274773,0.00058940507,0.0020042697,0.0007076855,0.0010830377,0.0040065087],"category_scores_gemma":[0.011592553,0.0004126421,0.0004625617,0.0007244774,0.0024931782,0.0028588087,0.0015434163,0.0016125591,0.00078382855],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033783672,0.00004138883,0.0012421482,0.00014005053,0.000030125982,0.00031734814,0.00044175106,0.16206402,0.004599297,0.81682515,0.002869254,0.01139574],"study_design_scores_gemma":[0.000011022129,0.000041449297,0.00060942123,0.000046207584,0.000010013526,0.00025590012,0.00011979553,0.81016773,0.00074390514,0.18445556,0.003490236,0.00004873452],"about_ca_topic_score_codex":0.0013148973,"about_ca_topic_score_gemma":0.00054393243,"teacher_disagreement_score":0.0040065087,"about_ca_system_score_codex":0.0010059342,"about_ca_system_score_gemma":0.00044573584,"threshold_uncertainty_score":0.013403118},"labels":[],"label_agreement":null},{"id":"W4409536096","doi":"10.1016/j.jcsr.2025.109576","title":"Axial compression capacity of Y-shaped retrofitting angle steel members for transmission towers","year":2025,"lang":"en","type":"article","venue":"Journal of Constructional Steel Research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dillon Consulting","funders":"National Natural Science Foundation of China","keywords":"Retrofitting; Structural engineering; Compression (physics); Transmission tower; Materials science; Engineering; Composite material; Tower","score_opus":0.039019141875998364,"score_gpt":0.32523293225575783,"score_spread":0.28621379037975947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409536096","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99802446,0.00003953401,0.001028113,0.000004945516,0.0000022528538,0.0000031732422,0.00008303784,0.000020470834,0.000794088],"genre_scores_gemma":[0.9995009,0.000010077448,0.00013747551,0.0000010251017,6.470029e-7,0.0000018283847,0.00006156758,0.0000029126472,0.00028362928],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998634,0.00002392145,0.000006908892,0.000021697426,0.000046140067,0.000037983435],"domain_scores_gemma":[0.99930096,0.000255953,0.00010379525,0.000048030266,0.00022711737,0.00006416596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032334894,0.00023269416,0.0002095238,0.0006559751,0.00028439102,0.00023240657,0.0004910137,0.00033750304,0.002972417],"category_scores_gemma":[0.00069296884,0.00014094583,0.00020311182,0.00031106983,0.00020245058,0.00036015955,0.00020555222,0.00014454819,0.00060276414],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004726818,0.00034688876,0.0698252,0.00024422808,0.000056322064,0.00070749235,0.0005378039,0.20034954,0.63067025,0.00096131745,0.00081849744,0.09075568],"study_design_scores_gemma":[0.00005617351,0.003090535,0.2404111,0.00005373431,0.00008519278,0.00040342403,0.0012949834,0.3489948,0.4039057,0.0003793356,0.0012431924,0.000081870065],"about_ca_topic_score_codex":0.0018771618,"about_ca_topic_score_gemma":0.002631077,"teacher_disagreement_score":0.002972417,"about_ca_system_score_codex":0.00020921078,"about_ca_system_score_gemma":0.0002343739,"threshold_uncertainty_score":0.009943724},"labels":[],"label_agreement":null},{"id":"W4410052289","doi":"10.1016/j.istruc.2025.109071","title":"Performance evaluation of steel angles using different retrofitting methods in transmission towers","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dillon Consulting","funders":"National Natural Science Foundation of China","keywords":"Retrofitting; Structural engineering; Construction engineering; Engineering; Transmission (telecommunications); Civil engineering; Computer science; Architectural engineering; Forensic engineering; Telecommunications","score_opus":0.023094658493439526,"score_gpt":0.3384320351011555,"score_spread":0.315337376607716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410052289","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9579082,0.00020386008,0.040089913,0.000011960982,0.000023797827,0.000013888617,0.000059463004,0.00026726077,0.0014216804],"genre_scores_gemma":[0.99027413,0.00007310999,0.008963349,0.0000034862728,0.0000043646455,0.000006121296,0.00006470512,0.000026881506,0.00058388675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993074,0.0001943642,0.000049328526,0.00014276378,0.00022301226,0.00008315941],"domain_scores_gemma":[0.99873966,0.00044414523,0.0002099739,0.00015210379,0.00037874395,0.000075354954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009414232,0.00084626605,0.00053007435,0.0008561617,0.0002869933,0.0005780879,0.0006643919,0.0005494268,0.0016875499],"category_scores_gemma":[0.0015576918,0.00024516415,0.00040315493,0.0006319998,0.0002300476,0.0005524005,0.00027043457,0.00026167388,0.0004782469],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0039803805,0.0007409737,0.021642502,0.00053597207,0.00014080277,0.00016666033,0.00034368617,0.31878415,0.37934437,0.0005413002,0.00039562944,0.2733836],"study_design_scores_gemma":[0.00010249249,0.0060771955,0.04873044,0.000046928377,0.00023255714,0.00015987061,0.00042421353,0.6763084,0.2663551,0.0001532605,0.0013269479,0.00008265308],"about_ca_topic_score_codex":0.0011723003,"about_ca_topic_score_gemma":0.0017383578,"teacher_disagreement_score":0.0016875499,"about_ca_system_score_codex":0.00023420615,"about_ca_system_score_gemma":0.00020094783,"threshold_uncertainty_score":0.005645454},"labels":[],"label_agreement":null},{"id":"W4410602802","doi":"10.4171/cmh/602","title":"Left orderability and taut foliations with one-sided branching","year":2025,"lang":"en","type":"article","venue":"Commentarii Mathematici Helvetici","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Montréal","funders":"","keywords":"Mathematics; Branching (polymer chemistry); Pure mathematics; Combinatorics; Geometry; Composite material","score_opus":0.007939438126837398,"score_gpt":0.22305724953447548,"score_spread":0.21511781140763808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410602802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72466475,0.00074367883,0.0724904,0.003324693,0.00034768428,0.00004896709,0.00033200858,0.00040114924,0.19764666],"genre_scores_gemma":[0.98167324,0.00031373597,0.008201552,0.00018109706,0.00010551237,0.000021337319,0.0001444176,0.000064779946,0.0092943385],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99973434,0.000026105354,0.000011127879,0.0000534914,0.00008476222,0.0000902044],"domain_scores_gemma":[0.99949646,0.00011305618,0.00008375798,0.00007363234,0.000070248,0.00016277791],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026275765,0.00034593043,0.00031218992,0.0008951584,0.0015891016,0.0015325921,0.00035066818,0.00069907494,0.008509323],"category_scores_gemma":[0.0007912155,0.00013587662,0.0006135172,0.00041889626,0.0026723146,0.0025361665,0.0015179275,0.0017207315,0.0004961253],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034800476,0.00001180824,0.00043935323,0.000031392214,0.0000049292844,0.00052785,0.00037447913,0.0006771328,0.003245273,0.98970336,0.00087929075,0.0040703425],"study_design_scores_gemma":[0.000018696623,0.00004298368,0.0014597526,0.000020500316,0.000008716041,0.0007728571,0.00031794154,0.004819732,0.0029368075,0.979084,0.010500646,0.000017374346],"about_ca_topic_score_codex":0.0015285136,"about_ca_topic_score_gemma":0.0012688526,"teacher_disagreement_score":0.008509323,"about_ca_system_score_codex":0.00078099646,"about_ca_system_score_gemma":0.00032486173,"threshold_uncertainty_score":0.028466463},"labels":[],"label_agreement":null},{"id":"W4411203662","doi":"10.1007/s11071-025-11436-1","title":"Galloping control of transmission lines using nonlinear absorbers","year":2025,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Polytechnique Montréal; Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies","keywords":"Nonlinear system; Transmission (telecommunications); Electric power transmission; Control theory (sociology); Control (management); Structural engineering; Materials science; Physics; Engineering; Computer science; Electrical engineering","score_opus":0.006449780947574843,"score_gpt":0.2380462469057991,"score_spread":0.23159646595822425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411203662","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7079809,0.0001655096,0.2784736,0.000098604716,0.00004745775,0.000035226258,0.00001996241,0.00041571585,0.012763157],"genre_scores_gemma":[0.99626476,0.000029842195,0.0022097141,0.0000052831115,0.0000034283307,0.000007144765,0.000005103913,0.000009298502,0.0014654709],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999409,0.000016198404,0.0000031082523,0.000011958863,0.000012906554,0.000015014688],"domain_scores_gemma":[0.99986947,0.000057015455,0.00003059852,0.000011316759,0.000022404809,0.000009119828],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011793708,0.00037717054,0.00026866182,0.00020357639,0.00031549466,0.00050600636,0.00031221908,0.00028210453,0.001147976],"category_scores_gemma":[0.00030853658,0.00011053989,0.0001484105,0.00010533793,0.000296888,0.00026568916,0.00029131866,0.00022309495,0.00015914164],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011793653,0.00018816239,0.0015620501,0.00037321658,0.00010311815,0.0004264337,0.00079770945,0.29460117,0.57127696,0.009559148,0.001143157,0.118789434],"study_design_scores_gemma":[0.00003118317,0.0002954855,0.0011279638,0.00001978531,0.000025823323,0.000034910106,0.00006386094,0.9726662,0.023767104,0.0011145594,0.00083886005,0.000014191326],"about_ca_topic_score_codex":0.0012076993,"about_ca_topic_score_gemma":0.0017389065,"teacher_disagreement_score":0.0012076993,"about_ca_system_score_codex":0.00015778493,"about_ca_system_score_gemma":0.00008334927,"threshold_uncertainty_score":0.0038403869},"labels":[],"label_agreement":null},{"id":"W4411986900","doi":"10.2139/ssrn.5338337","title":"Dynamic Stability of Piles with Fractional Damping Foundation","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Foundation (evidence); Stability (learning theory); Damping ratio; Structural engineering; Geotechnical engineering; Engineering; Physics; Computer science; Political science; Vibration; Acoustics; Law","score_opus":0.00582827462452972,"score_gpt":0.23272220364269636,"score_spread":0.22689392901816663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411986900","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8347648,0.00047274688,0.1345273,0.0006846349,0.00012598536,0.000022954298,0.00021614824,0.00023949788,0.028946005],"genre_scores_gemma":[0.99569666,0.00006726619,0.0011729151,0.000012300763,0.000015898679,0.0000073516944,0.000035010748,0.000015700482,0.002976812],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998654,0.000024175726,0.000003859652,0.000023361763,0.000040151695,0.000043013795],"domain_scores_gemma":[0.999678,0.00009981402,0.00007639969,0.000026396303,0.000059738366,0.000059709317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017019243,0.0004852148,0.0005614892,0.0008283925,0.0006574109,0.0011510908,0.00057521474,0.0009010638,0.0029550383],"category_scores_gemma":[0.0013867788,0.00028102592,0.00041480776,0.0003932737,0.0012611558,0.0006066218,0.0013417955,0.0005239212,0.00032564843],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001134365,0.000095103926,0.0021344912,0.00028221705,0.0001236665,0.0015203212,0.00034127946,0.69758,0.049377333,0.22539736,0.0026034804,0.019410376],"study_design_scores_gemma":[0.00003264302,0.0000769238,0.0014214568,0.000014414475,0.0000123247455,0.00019315474,0.00015610881,0.95825225,0.0018676333,0.037354957,0.00059432676,0.000023881572],"about_ca_topic_score_codex":0.0021353036,"about_ca_topic_score_gemma":0.0009587375,"teacher_disagreement_score":0.0029550383,"about_ca_system_score_codex":0.00041046884,"about_ca_system_score_gemma":0.0004132141,"threshold_uncertainty_score":0.009885609},"labels":[],"label_agreement":null},{"id":"W4412111442","doi":"10.47176/jafm.18.9.3346","title":"Multi-objective Optimization of Staggered Tube Banks in Cross-flow Using Machine Learning and Genetic Algorithm","year":2025,"lang":"en","type":"article","venue":"Journal of Applied Fluid Mechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Computer science; Genetic algorithm; Tube (container); Flow (mathematics); Algorithm; Optimization algorithm; Mathematical optimization; Machine learning; Mathematics; Mechanical engineering; Geometry; Engineering","score_opus":0.006007709855626527,"score_gpt":0.23153205319689957,"score_spread":0.22552434334127305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412111442","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33025205,0.0006230841,0.6626264,0.00022525777,0.00005184463,0.00015561453,0.00009335656,0.00037566476,0.0055967453],"genre_scores_gemma":[0.84829056,0.00017337136,0.14875622,0.00008130488,0.000010796317,0.00029888938,0.0001233761,0.00004392386,0.0022215864],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997106,0.00012604869,0.000012996404,0.000049837083,0.00005982469,0.000040643114],"domain_scores_gemma":[0.99897456,0.0007725426,0.00008331474,0.00003364092,0.00009901006,0.000036931397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014254384,0.00088819163,0.0010531268,0.00078013923,0.00045489616,0.00096881326,0.0007476777,0.0017477517,0.0013204959],"category_scores_gemma":[0.0020335547,0.0005431043,0.00069107703,0.0005971959,0.0008554938,0.00057728647,0.0007496261,0.00074517285,0.00019601156],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015905873,0.000015927337,0.0002411627,0.000012448805,0.000007788243,0.000018638142,0.0000074153245,0.9959764,0.00046967462,0.00037877096,0.000045180786,0.002810648],"study_design_scores_gemma":[0.0000023938392,0.00001100577,0.00004252154,0.0000015476805,0.0000011903701,0.0000017540094,0.0000027647968,0.9996001,0.0001731402,0.00013161414,0.000030850464,0.0000010508867],"about_ca_topic_score_codex":0.0044466085,"about_ca_topic_score_gemma":0.0037281802,"teacher_disagreement_score":0.0044466085,"about_ca_system_score_codex":0.00088119676,"about_ca_system_score_gemma":0.0012346156,"threshold_uncertainty_score":0.008841455},"labels":[],"label_agreement":null},{"id":"W4412124535","doi":"10.2139/ssrn.5345672","title":"Stochastic Stability of Gyroscopic Viscoelastic Systems and Applications in Axially Moving Bands","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Viscoelasticity; Axial symmetry; Gyroscope; Stability (learning theory); Physics; Computer science","score_opus":0.0052687639566366155,"score_gpt":0.22358954954508042,"score_spread":0.2183207855884438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412124535","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28646293,0.0033045514,0.6961216,0.00085288147,0.0001336898,0.00003717459,0.00006127376,0.00014685767,0.012879096],"genre_scores_gemma":[0.9917926,0.0009401029,0.005749533,0.000030347184,0.000064810396,0.000019196652,0.000017632461,0.00001320696,0.0013725896],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99978584,0.00006745555,0.000012293018,0.000040355408,0.000074500684,0.000019575029],"domain_scores_gemma":[0.999148,0.0004935209,0.00020545769,0.000038809743,0.00008627143,0.000027985512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004911698,0.00042665604,0.00041136725,0.0005356889,0.00037742016,0.00070161856,0.0002962877,0.0005826586,0.00063159125],"category_scores_gemma":[0.0024228652,0.00014897904,0.00038822094,0.0003011522,0.001128588,0.0005729451,0.0006452131,0.00041651574,0.00007076089],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005427535,0.000023502183,0.0013728018,0.0001109532,0.000041682277,0.00038822656,0.00020868803,0.7410841,0.02535613,0.21884039,0.00026952862,0.012249747],"study_design_scores_gemma":[0.000002802652,0.000029991503,0.00045967152,0.000013199164,0.000005859439,0.000067087865,0.000025132362,0.968232,0.0014978858,0.029178146,0.00047766106,0.000010580912],"about_ca_topic_score_codex":0.00096411124,"about_ca_topic_score_gemma":0.000353286,"teacher_disagreement_score":0.00096411124,"about_ca_system_score_codex":0.0003004178,"about_ca_system_score_gemma":0.00026458624,"threshold_uncertainty_score":0.0025975704},"labels":[],"label_agreement":null},{"id":"W4412699975","doi":"10.11159/ffhmt25.239","title":"Form and Friction Drag Coefficients of Fine Screens: Streamlined and Rectangular Bar Profiles","year":2025,"lang":"en","type":"article","venue":"Proceedings of the ... International Conference on Fluid Flow, Heat and Mass Transfer","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Hacettepe Üniversitesi","keywords":"Bar (unit); Drag; Drag coefficient; Parasitic drag; Materials science; Mechanics; Physics; Meteorology","score_opus":0.009153494738346904,"score_gpt":0.21395901731251118,"score_spread":0.2048055225741643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412699975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939149,0.00014360005,0.0041907234,0.000021494112,0.0000126783825,0.000012091038,0.00013332684,0.0000860749,0.0014850193],"genre_scores_gemma":[0.9977005,0.00007336725,0.0016063332,0.0000048327574,0.0000010656521,0.00000601552,0.00007740706,0.000008911278,0.00052150333],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981874,0.000015132102,0.0000102154845,0.000036875324,0.00006313575,0.000055837318],"domain_scores_gemma":[0.9996618,0.000110392844,0.000061896375,0.000033748573,0.00008247802,0.0000497164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002053432,0.00036848726,0.00033805144,0.00068014424,0.00019997114,0.0007195916,0.00029346795,0.00049521675,0.0009970241],"category_scores_gemma":[0.001016443,0.00021978065,0.00027638127,0.00047649932,0.00039166427,0.00039148438,0.00026884812,0.00030218068,0.00016346066],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012356294,0.00028611658,0.034399968,0.0003199288,0.000060036822,0.001494486,0.0004099752,0.38610953,0.53054065,0.0042490987,0.0011617455,0.03973284],"study_design_scores_gemma":[0.00006768081,0.0006625137,0.052909512,0.0000515163,0.000044633845,0.00030688904,0.00041699226,0.7629783,0.17983896,0.0005629675,0.0020176787,0.0001423016],"about_ca_topic_score_codex":0.0049138437,"about_ca_topic_score_gemma":0.004249239,"teacher_disagreement_score":0.0049138437,"about_ca_system_score_codex":0.00038491152,"about_ca_system_score_gemma":0.0003085786,"threshold_uncertainty_score":0.009770453},"labels":[],"label_agreement":null},{"id":"W4412699998","doi":"10.11159/ffhmt25.184","title":"CFD Investigation of Turbulent Cross-Flow Behavior in Tube Bundles: In-Line Vs Staggered Configuration","year":2025,"lang":"en","type":"article","venue":"Proceedings of the ... International Conference on Fluid Flow, Heat and Mass Transfer","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Turbulence; Mechanics; Tube (container); Flow (mathematics); Line (geometry); Computational fluid dynamics; Materials science; Physics; Geometry; Mathematics; Composite material","score_opus":0.016930299170432973,"score_gpt":0.24775051141407098,"score_spread":0.230820212243638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412699998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942953,0.000059795635,0.0041486253,0.000025012969,0.000007666215,0.000006843058,0.000051355593,0.00009068463,0.0013147307],"genre_scores_gemma":[0.9979786,0.000024744682,0.0016539365,0.0000037258967,0.0000016397707,0.000004435182,0.00003657156,0.000008220471,0.00028796718],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998816,0.000019205578,0.0000063109587,0.000026169377,0.000032933745,0.000033753],"domain_scores_gemma":[0.9997795,0.000051603805,0.000049846694,0.000023452101,0.00004878124,0.000046877216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001745044,0.00030247294,0.00036253838,0.0005035669,0.00040242766,0.00053303223,0.00026122667,0.00042037942,0.00085779314],"category_scores_gemma":[0.00043832566,0.00015163908,0.00026645375,0.00039160292,0.00045045832,0.00040356486,0.0002728782,0.00017034342,0.00015016751],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007030584,0.00035770112,0.051176667,0.0001283176,0.0000679038,0.00202588,0.00068089354,0.7069052,0.21087696,0.0030092385,0.0010226755,0.023045486],"study_design_scores_gemma":[0.000020515547,0.00033941393,0.019242162,0.0000103339235,0.000018419365,0.00016238166,0.00024743276,0.9619853,0.017113231,0.00031346997,0.00051670923,0.000030584637],"about_ca_topic_score_codex":0.0021233268,"about_ca_topic_score_gemma":0.0013963239,"teacher_disagreement_score":0.0021233268,"about_ca_system_score_codex":0.00028091128,"about_ca_system_score_gemma":0.0003339591,"threshold_uncertainty_score":0.004221976},"labels":[],"label_agreement":null},{"id":"W4412816580","doi":"10.1016/j.jcsr.2025.109824","title":"Natural vibration of axially loaded angle members with gusset plate end connections","year":2025,"lang":"en","type":"article","venue":"Journal of Constructional Steel Research","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Axial symmetry; Vibration; Natural frequency; Natural (archaeology); Engineering; Geology; Acoustics; Physics","score_opus":0.015389355637632118,"score_gpt":0.28950457515571665,"score_spread":0.27411521951808454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412816580","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99492705,0.000014008115,0.0034353863,0.000010425168,0.0000073960623,0.0000047828908,0.000015221711,0.0000215407,0.0015643114],"genre_scores_gemma":[0.9988096,0.0000042192964,0.00035852034,0.0000015168259,0.0000018822269,0.0000029745772,0.000011248131,0.0000044906124,0.00080552074],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977154,0.000058093556,0.000007355892,0.000036096506,0.000079943195,0.00004693965],"domain_scores_gemma":[0.99932384,0.00031330812,0.00006692156,0.000050539235,0.00013729658,0.00010799866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037764924,0.0002607099,0.00026454715,0.00028315597,0.00036965008,0.0002569175,0.00048758188,0.0006015222,0.002454132],"category_scores_gemma":[0.0008283925,0.00019101269,0.00019025743,0.00013845091,0.0006369007,0.00026650404,0.00033845793,0.00024337388,0.00030914016],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0060619903,0.0006721427,0.04094207,0.00022072355,0.00006845069,0.0024248941,0.0019490353,0.20922904,0.69589543,0.005595671,0.0010468343,0.035893757],"study_design_scores_gemma":[0.0000756253,0.0015848154,0.08900714,0.000033528708,0.00004470612,0.00057897845,0.0015240076,0.8223782,0.08236039,0.0013589967,0.0009999282,0.00005371605],"about_ca_topic_score_codex":0.00093358464,"about_ca_topic_score_gemma":0.00090586854,"teacher_disagreement_score":0.002454132,"about_ca_system_score_codex":0.00023921404,"about_ca_system_score_gemma":0.00024196414,"threshold_uncertainty_score":0.008209884},"labels":[],"label_agreement":null},{"id":"W4412848549","doi":"10.1007/s42417-025-01995-3","title":"The Effects of Material Property Coupling, Fiber Orientation, and Tapering on the Rotordynamic Response of Tapered Composite Shaft-Disk System Running Through the Critical Speed","year":2025,"lang":"en","type":"article","venue":"Journal of Vibration Engineering & Technologies","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Science and Engineering Research Council","keywords":"Tapering; Composite number; Critical speed; Materials science; Coupling (piping); Fiber; Property (philosophy); Structural engineering; Orientation (vector space); Composite material; Mechanical engineering; Computer science; Engineering; Geometry; Mathematics","score_opus":0.0038848042317908243,"score_gpt":0.21706996984759402,"score_spread":0.2131851656158032,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412848549","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99909866,0.000033741046,0.0006865351,0.0000073200345,0.0000039792,0.0000020445482,0.000014415934,0.000016218413,0.00013723843],"genre_scores_gemma":[0.99974555,0.000015566256,0.000119930315,0.000002745481,9.1357714e-7,0.000001232583,0.000012161041,0.0000031294717,0.000098816956],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990857,0.000011790832,0.000005004021,0.000019054014,0.000029453851,0.000026131773],"domain_scores_gemma":[0.99930406,0.00040418655,0.000087822154,0.00003928482,0.00011484358,0.00004984043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001574708,0.00016258551,0.00018686628,0.00017729371,0.00024950903,0.0001535946,0.0001679196,0.0001969278,0.0013716813],"category_scores_gemma":[0.00076234154,0.00012828618,0.00014844218,0.00012140115,0.00027025669,0.00020197839,0.00012794705,0.00021589878,0.000109798224],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016592538,0.0000793557,0.00413162,0.0000956632,0.000018294173,0.00035328075,0.00025150162,0.0068683843,0.97899127,0.000099007026,0.00011077522,0.007341421],"study_design_scores_gemma":[0.00006823451,0.0024276515,0.14119726,0.00003037154,0.00010375063,0.00043789842,0.00050917675,0.11540754,0.7389826,0.00010471604,0.000671734,0.000058949136],"about_ca_topic_score_codex":0.0011138571,"about_ca_topic_score_gemma":0.0014716834,"teacher_disagreement_score":0.0013716813,"about_ca_system_score_codex":0.00013160944,"about_ca_system_score_gemma":0.00012508189,"threshold_uncertainty_score":0.004588723},"labels":[],"label_agreement":null},{"id":"W4413074836","doi":"10.1007/s00707-025-04437-z","title":"Dynamic instability of metacomposite columns with embedded local resonators under a follower force","year":2025,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Instability; Solid mechanics; Mechanics; Classical mechanics; Resonator; Physics; Control theory (sociology); Materials science; Computer science; Thermodynamics; Optics","score_opus":0.0033895782626725043,"score_gpt":0.21021081185223792,"score_spread":0.20682123358956542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413074836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99578506,0.000050630515,0.0028837535,0.000033071825,0.000010050856,0.000002635412,0.000017216264,0.000029423554,0.001188185],"genre_scores_gemma":[0.9989718,0.00001109762,0.00036522292,0.0000052336277,0.0000030080719,0.000001732627,0.0000083551895,0.0000039323527,0.00062965334],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999238,0.000009023323,0.0000016636642,0.000019677875,0.000024947767,0.000020859592],"domain_scores_gemma":[0.9997955,0.000060323524,0.000058297966,0.000017907092,0.000025468107,0.000042455165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008945966,0.00018484237,0.0002038487,0.00015641621,0.00022465207,0.0003591873,0.00026128173,0.00030267198,0.0014358911],"category_scores_gemma":[0.0002530104,0.00011563098,0.000096522315,0.00009024493,0.00048106493,0.00020697805,0.00026443342,0.00019972265,0.00015904075],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006218885,0.00007758438,0.0017850596,0.00004326292,0.000027048934,0.00061503466,0.00015222943,0.019646807,0.97072756,0.0020567258,0.0002623865,0.003984374],"study_design_scores_gemma":[0.00007039988,0.000768339,0.017359048,0.00001283424,0.00004045598,0.0004509145,0.0003561113,0.58035374,0.39865705,0.0010409122,0.00083863654,0.00005159907],"about_ca_topic_score_codex":0.00060670916,"about_ca_topic_score_gemma":0.00054347975,"teacher_disagreement_score":0.0014358911,"about_ca_system_score_codex":0.00012315606,"about_ca_system_score_gemma":0.00014014804,"threshold_uncertainty_score":0.004803598},"labels":[],"label_agreement":null},{"id":"W4413391763","doi":"10.1115/omae2025-157416","title":"An Experimental Analysis of Second-Order Roll Motions of New Generation FPSOs","year":2025,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WiLAN (Canada)","funders":"","keywords":"Computer science; Order (exchange)","score_opus":0.01052134432744409,"score_gpt":0.25819793806963776,"score_spread":0.24767659374219367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413391763","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964288,0.00001935375,0.0027753017,0.0000071189775,0.000015162824,0.000016165697,0.0001098008,0.000038795883,0.00058937655],"genre_scores_gemma":[0.9988986,0.000015210646,0.0005907411,0.0000025017237,0.000002297682,0.000011278697,0.00008235684,0.000004397073,0.0003926461],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997683,0.000025893842,0.000011728487,0.000046595804,0.00010212247,0.00004539036],"domain_scores_gemma":[0.99970335,0.000080194,0.00004139584,0.00006889763,0.000068127105,0.000038031365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002484072,0.00039183066,0.00022810375,0.00030350537,0.00021530714,0.00024432503,0.000291863,0.00034247836,0.0017619561],"category_scores_gemma":[0.0004507616,0.00011566318,0.00023835369,0.00019394224,0.00034751455,0.00021118407,0.00031096043,0.0003237706,0.0002327332],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011675905,0.0008620474,0.011067825,0.00020682786,0.000033412107,0.00035877473,0.00041418642,0.022161307,0.94384634,0.00044330853,0.00031840047,0.019120097],"study_design_scores_gemma":[0.00014903539,0.014738486,0.13212965,0.000043236803,0.000090808055,0.0003524093,0.0013130914,0.1596919,0.6874376,0.00028187782,0.0036868623,0.000085016414],"about_ca_topic_score_codex":0.00065901614,"about_ca_topic_score_gemma":0.00073622225,"teacher_disagreement_score":0.0017619561,"about_ca_system_score_codex":0.0001059393,"about_ca_system_score_gemma":0.00009392137,"threshold_uncertainty_score":0.0058943033},"labels":[],"label_agreement":null},{"id":"W4414116837","doi":"10.1109/taes.2025.3609299","title":"Robust Stability Analysis and Performance Evaluation of a Buck Converter With Various Load Types: A Mapping Theorem Approach","year":2025,"lang":"en","type":"article","venue":"IEEE Transactions on Aerospace and Electronic Systems","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Robustness (evolution); Control theory (sociology); Bounding overwatch; Multilinear map; Robust control; Root locus; Stability (learning theory)","score_opus":0.011872706037582125,"score_gpt":0.19930413559372961,"score_spread":0.1874314295561475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414116837","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08668953,0.00032847098,0.9020661,0.00009862666,0.000019264573,0.00006862235,0.00007250059,0.00040506458,0.010251786],"genre_scores_gemma":[0.9771703,0.00019370935,0.020147001,0.000020491741,0.000009004178,0.00008338975,0.000047973044,0.00003845013,0.0022897096],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996202,0.00012099579,0.000017986407,0.00006907254,0.00013897792,0.00003272891],"domain_scores_gemma":[0.9995683,0.00023801436,0.000052550808,0.000043091615,0.00008984628,0.000008222031],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00095239136,0.0009303945,0.00071020995,0.0005964368,0.00038949115,0.00084385363,0.00060853944,0.00054113637,0.0020343582],"category_scores_gemma":[0.0013125463,0.00022949249,0.00092838885,0.00028445965,0.0004430212,0.00085423695,0.0005964371,0.00049067027,0.00032293674],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007890612,0.000027674048,0.00042280243,0.00009646424,0.00003927439,0.00014102226,0.0000852498,0.9624005,0.016337706,0.006883976,0.00014945917,0.013337022],"study_design_scores_gemma":[0.000002123389,0.000039143197,0.00008572177,0.0000030162726,0.000005318707,0.000014563663,0.000007710604,0.99734384,0.0016019221,0.0007629704,0.00013012913,0.0000035680532],"about_ca_topic_score_codex":0.0018461804,"about_ca_topic_score_gemma":0.0008462265,"teacher_disagreement_score":0.0020343582,"about_ca_system_score_codex":0.00048512718,"about_ca_system_score_gemma":0.0004928436,"threshold_uncertainty_score":0.0068056583},"labels":[],"label_agreement":null},{"id":"W4414565076","doi":"10.1007/s13369-025-10661-5","title":"Effect of Geometric and Operating Parameters on the Performance of an Axial Mining Fan","year":2025,"lang":"en","type":"article","venue":"Arabian Journal for Science and Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"Deanship of Scientific Research, Imam Mohammed Ibn Saud Islamic University","keywords":"Rotational speed; Range (aeronautics); Turbulence; Flow (mathematics); Volumetric flow rate; Stability (learning theory); Mechanical fan; Computational fluid dynamics; Computer simulation","score_opus":0.006127758337101638,"score_gpt":0.2262216350555694,"score_spread":0.22009387671846775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414565076","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986802,0.000060787814,0.000533919,0.000022502027,0.0000121101175,0.000002514383,0.000032760683,0.000027354125,0.0006279119],"genre_scores_gemma":[0.99975604,0.000015635085,0.00005760524,0.0000027203225,0.0000017517654,0.0000010066557,0.00002005818,0.0000043104583,0.0001407834],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997787,0.000048185946,0.000014190967,0.000042971154,0.000045941128,0.00007006749],"domain_scores_gemma":[0.99843746,0.0010641661,0.00012764825,0.000058403908,0.0002153515,0.00009705578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034024406,0.00048958894,0.00045526508,0.00034489512,0.00057796005,0.0004003091,0.00036470685,0.00064507074,0.0025254667],"category_scores_gemma":[0.0013802345,0.00020132141,0.00024765305,0.00022548296,0.00047786275,0.0003779109,0.00028399003,0.0003107906,0.00034937865],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.011194627,0.00069306535,0.048875265,0.0005519658,0.0001373506,0.0031958905,0.00080133934,0.17275244,0.7177614,0.0003527449,0.0013480574,0.042335764],"study_design_scores_gemma":[0.00015192512,0.011144002,0.28301093,0.00009529053,0.00042510356,0.0020545898,0.0025802788,0.28530094,0.4120971,0.00061255443,0.0022857008,0.00024159084],"about_ca_topic_score_codex":0.0012181074,"about_ca_topic_score_gemma":0.001422899,"teacher_disagreement_score":0.0025254667,"about_ca_system_score_codex":0.00022562772,"about_ca_system_score_gemma":0.0001971837,"threshold_uncertainty_score":0.008448541},"labels":[],"label_agreement":null},{"id":"W4414813509","doi":"","title":"Non-linear passive control of galloping oscillations on overhead transmission lines","year":2024,"lang":"fr","type":"article","venue":"theses.fr (ABES)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Limiting; Coupling (piping); Overhead line; Transmission channel","score_opus":0.013013575649353364,"score_gpt":0.2563406255979707,"score_spread":0.24332704994861734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414813509","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.613964,0.0010287105,0.36604422,0.00039377416,0.00022171799,0.00009720626,0.000083758045,0.0006713971,0.01749523],"genre_scores_gemma":[0.985261,0.00043279846,0.005566583,0.00002459075,0.000020649804,0.000031674645,0.000023058436,0.000021974249,0.008617554],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999577,0.0000071151835,0.0000020946309,0.000009212465,0.000017181288,0.0000067367],"domain_scores_gemma":[0.9999081,0.000045980694,0.000017732293,0.0000062298823,0.000017039649,0.000004906408],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012157318,0.00024295496,0.00020182072,0.000057428926,0.00014012598,0.00035182261,0.00025777897,0.00020754561,0.0026793238],"category_scores_gemma":[0.00020357386,0.00006426118,0.00018026796,0.000040971594,0.00019188944,0.00024725337,0.00025361901,0.00019182543,0.00023401933],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006346875,0.00016594293,0.0015028418,0.00082377804,0.000055588214,0.00025683144,0.00053577125,0.3592898,0.49069208,0.009107779,0.001575827,0.13535908],"study_design_scores_gemma":[0.00006032567,0.0006451122,0.001558922,0.000036691123,0.000028784114,0.00004918353,0.00007876261,0.9261531,0.062036507,0.0013488824,0.0079880385,0.000015676389],"about_ca_topic_score_codex":0.00063676934,"about_ca_topic_score_gemma":0.000898312,"teacher_disagreement_score":0.0026793238,"about_ca_system_score_codex":0.00015180082,"about_ca_system_score_gemma":0.00011676536,"threshold_uncertainty_score":0.008963227},"labels":[],"label_agreement":null},{"id":"W4414851181","doi":"10.1115/1.4070065","title":"Continuum Modeling and Vibration Analysis of Cable-Harnessed Cylindrical Shell Structures: A Homogenization Theory","year":2025,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Homogenization (climate); Finite element method; Vibration; Shell (structure); Parametric statistics; Strain energy; Displacement field; Normal mode; Displacement (psychology)","score_opus":0.005267562894133733,"score_gpt":0.21925286464052965,"score_spread":0.2139853017463959,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414851181","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15917005,0.0004423159,0.8257268,0.00025649328,0.000029014993,0.000048553124,0.000058857462,0.00015975849,0.014108242],"genre_scores_gemma":[0.9693573,0.000331763,0.024387527,0.00003723089,0.000018906389,0.000060500664,0.00004254067,0.00003211451,0.0057319845],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999007,0.00002908037,0.0000035963355,0.000015438856,0.000040056657,0.000011175529],"domain_scores_gemma":[0.9999012,0.000037549926,0.000019133338,0.0000146559305,0.000020049272,0.0000074146596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023309252,0.00032091845,0.00026884375,0.0004079947,0.00021215464,0.00044323728,0.000549398,0.00062918296,0.0008581902],"category_scores_gemma":[0.00032620245,0.00019170475,0.00037952815,0.0002435134,0.00075145136,0.00040531368,0.0005146901,0.00035980812,0.00019908533],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025539324,0.00003301418,0.0005882701,0.000034804936,0.000012966964,0.00021716378,0.0001187044,0.9314286,0.029400911,0.03146206,0.00025328362,0.0064246748],"study_design_scores_gemma":[0.0000013450921,0.000008861039,0.000118482865,0.0000027074402,0.0000011823633,0.000015311422,0.0000114864515,0.9978002,0.00068529474,0.001133987,0.00021896287,0.0000022117702],"about_ca_topic_score_codex":0.0014869112,"about_ca_topic_score_gemma":0.00076589093,"teacher_disagreement_score":0.0014869112,"about_ca_system_score_codex":0.00039660485,"about_ca_system_score_gemma":0.0002978406,"threshold_uncertainty_score":0.0029565096},"labels":[],"label_agreement":null},{"id":"W4414851853","doi":"10.25303/1811da065075","title":"Offshore Wind Turbine Towers in India: Design considerations, Technological Advancements, Challenges and Opportunities","year":2025,"lang":"en","type":"article","venue":"Disaster Advances","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Offshore wind power; Wind power; Renewable energy; Work (physics); Turbine; Government (linguistics); Investment (military); Exploit","score_opus":0.02957099862230351,"score_gpt":0.25021270431858994,"score_spread":0.22064170569628644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414851853","genre_codex":"empirical","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80384475,0.0052752323,0.046629954,0.002657947,0.0003761062,0.00027768975,0.00085538503,0.00069190114,0.13939103],"genre_scores_gemma":[0.97210085,0.0023450428,0.011569026,0.00008959375,0.000026611413,0.00005073206,0.00019436423,0.000045583954,0.01357817],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995559,0.000129781,0.000026235179,0.00004636297,0.00016097132,0.00008077544],"domain_scores_gemma":[0.999483,0.00015910059,0.00006230118,0.00007006921,0.00016165308,0.00006378171],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004990791,0.0002770329,0.0002636427,0.000653623,0.00092339265,0.0015554596,0.0007922001,0.00070066506,0.0036230106],"category_scores_gemma":[0.00061799766,0.00027079007,0.00041441803,0.0011097408,0.0004575987,0.00084151817,0.0005235788,0.0003902696,0.0013392811],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009813128,0.00049751095,0.09554714,0.003342626,0.00011050218,0.009536889,0.004506322,0.1763092,0.13161948,0.044237047,0.01787111,0.5154408],"study_design_scores_gemma":[0.00021218586,0.0047991457,0.30621737,0.0010825582,0.00064217916,0.01198289,0.029164394,0.15381858,0.07226214,0.01260675,0.40676993,0.00044185936],"about_ca_topic_score_codex":0.0057533714,"about_ca_topic_score_gemma":0.01870812,"teacher_disagreement_score":0.0057533714,"about_ca_system_score_codex":0.0009164586,"about_ca_system_score_gemma":0.0010192236,"threshold_uncertainty_score":0.012120187},"labels":[],"label_agreement":null},{"id":"W4414942327","doi":"10.1115/pvp2025-155430","title":"Asymptotic Solution for Axial Stiffness for Supports of Pipes Conveying Fluids","year":2025,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; University of Ottawa","funders":"","keywords":"Stiffness; Vibration; Gas compressor; Pipeline (software); Finite element method; Turbomachinery; Control theory (sociology); Harmonic; Natural frequency","score_opus":0.007925526608141843,"score_gpt":0.2375251894701866,"score_spread":0.22959966286204478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414942327","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15025988,0.00027411996,0.8346805,0.00036946445,0.000041083596,0.00008247735,0.00006984525,0.00017132817,0.014051307],"genre_scores_gemma":[0.95716494,0.00021619322,0.037101842,0.00005019048,0.00002759791,0.00010667064,0.0000493372,0.00004082193,0.0052424925],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997969,0.00005793784,0.000008440802,0.000030691568,0.00008136713,0.000024539539],"domain_scores_gemma":[0.9990658,0.0005798698,0.00011724566,0.000030114366,0.00018158637,0.000025420364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060460623,0.00043462802,0.00035239191,0.00047471919,0.00025318752,0.0004900869,0.00044411782,0.0011676773,0.0023208759],"category_scores_gemma":[0.003600714,0.00020851,0.00044993692,0.00015228882,0.0009472019,0.0005440333,0.0008906718,0.0006892479,0.00029693416],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001170592,0.000068264664,0.0016966873,0.00029945697,0.000019698995,0.0003643411,0.00033402347,0.85635984,0.0544962,0.060041685,0.0008434204,0.025359355],"study_design_scores_gemma":[0.000004431503,0.000028548522,0.00022377977,0.000013871744,0.0000022384893,0.000032714597,0.000050893486,0.9943996,0.0015287775,0.003377814,0.00033141428,0.0000058407986],"about_ca_topic_score_codex":0.0015686083,"about_ca_topic_score_gemma":0.0010939294,"teacher_disagreement_score":0.0023208759,"about_ca_system_score_codex":0.00044990284,"about_ca_system_score_gemma":0.0006385049,"threshold_uncertainty_score":0.0077641606},"labels":[],"label_agreement":null},{"id":"W4414942516","doi":"10.1115/pvp2025-152499","title":"Suppression of Flow Induced Acoustic Resonance in Tube Array","year":2025,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University","funders":"","keywords":"Acoustic resonance; Strouhal number; Sound pressure; Resonance (particle physics); Tube (container); Noise control; Noise (video)","score_opus":0.00605956450960875,"score_gpt":0.22087228489187377,"score_spread":0.214812720382265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414942516","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92411584,0.000124912,0.07323293,0.000056951572,0.000048962254,0.000026051935,0.000026485852,0.00053295045,0.0018350361],"genre_scores_gemma":[0.98561263,0.00004320943,0.013194978,0.000031123716,0.00001748148,0.000018768256,0.00002229704,0.000035421832,0.0010241024],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999723,0.00005832021,0.0000122072215,0.000049356193,0.00012278976,0.000034393343],"domain_scores_gemma":[0.9991418,0.00033589036,0.0002299636,0.00006340945,0.00018389788,0.00004497565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019651194,0.00035975312,0.00034570097,0.00018034843,0.00016069607,0.00023059202,0.00042483013,0.0003457438,0.0011209303],"category_scores_gemma":[0.0008172928,0.00017860801,0.00011315946,0.00010344621,0.00028916527,0.00037541354,0.00026346455,0.00018600376,0.0002969265],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000110708505,0.000037697937,0.00028512525,0.000041240844,0.0000048638353,0.000055879802,0.00005112457,0.0019716823,0.9918976,0.00008892396,0.00006404562,0.0053911973],"study_design_scores_gemma":[0.000022985208,0.0008424704,0.0018022794,0.000006022957,0.000013486533,0.00010619813,0.0000362445,0.039553974,0.95621324,0.00008122026,0.0013095385,0.000012343571],"about_ca_topic_score_codex":0.000115585564,"about_ca_topic_score_gemma":0.00016061886,"teacher_disagreement_score":0.0011209303,"about_ca_system_score_codex":0.00012403609,"about_ca_system_score_gemma":0.00010266466,"threshold_uncertainty_score":0.0037498474},"labels":[],"label_agreement":null},{"id":"W4414953856","doi":"10.1115/pvp2025-154432","title":"Streamwise Fluidelastic Instability in Rotated Square Array With Loose Supports","year":2025,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Guelph","funders":"","keywords":"Instability; Square (algebra); Tube (container); Flow (mathematics); Inflow; Heat exchanger; Vibration; Ranging","score_opus":0.0031309521087394226,"score_gpt":0.19804799169461232,"score_spread":0.1949170395858729,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414953856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99718213,0.000047350575,0.0023673337,0.000012640971,0.000008415355,0.000008072494,0.000019138135,0.000035113142,0.00031972633],"genre_scores_gemma":[0.9986596,0.000016624224,0.00093515456,0.0000043247232,0.00000261307,0.0000057548837,0.00001644351,0.0000044139247,0.0003550821],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996302,0.000049848186,0.00002376078,0.00007160758,0.0001487128,0.00007590872],"domain_scores_gemma":[0.9992599,0.0002124784,0.00017523325,0.0000993401,0.00016223824,0.00009081927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003902832,0.00030664945,0.0004179402,0.0004502424,0.00029647024,0.0003815246,0.00029195345,0.00039413557,0.0015163082],"category_scores_gemma":[0.00088474044,0.0002227712,0.00022194163,0.00023272389,0.0006585072,0.00035480267,0.00042363247,0.0002365908,0.00029350963],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011547975,0.00017879099,0.009264341,0.000084884465,0.000034767545,0.0013379785,0.00035183664,0.03961718,0.93724436,0.00028907997,0.00016122656,0.010280684],"study_design_scores_gemma":[0.0000772941,0.0039154836,0.059759974,0.000024911551,0.00005103617,0.0005860723,0.0009781779,0.19375192,0.7389495,0.00028358866,0.0015644028,0.00005776024],"about_ca_topic_score_codex":0.0006433232,"about_ca_topic_score_gemma":0.0009035583,"teacher_disagreement_score":0.0015163082,"about_ca_system_score_codex":0.0001583281,"about_ca_system_score_gemma":0.00017214476,"threshold_uncertainty_score":0.0050725937},"labels":[],"label_agreement":null},{"id":"W4414954166","doi":"10.1115/pvp2025-154429","title":"Characterizing Flow Perturbations in Tube Arrays Under Cross-Flow","year":2025,"lang":"en","type":"article","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; University of Guelph","funders":"","keywords":"Instability; Flow (mathematics); Bundle; Perturbation (astronomy); Particle image velocimetry; Hele-Shaw flow; Transverse plane; Tube (container); Open-channel flow; Amplitude","score_opus":0.008259317246178757,"score_gpt":0.2357463766035021,"score_spread":0.22748705935732333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414954166","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99448955,0.000041070525,0.0051179165,0.0000094820425,0.000005462597,0.000010927449,0.000019625677,0.000046293368,0.0002596475],"genre_scores_gemma":[0.99806553,0.000022681594,0.0016825754,0.0000058745763,0.0000018274941,0.000010632371,0.000026056605,0.000004606999,0.00018025705],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99981135,0.00002913962,0.000010062693,0.00003801085,0.00007883441,0.000032754462],"domain_scores_gemma":[0.99970585,0.000066836394,0.00008911039,0.000036171044,0.000073213436,0.000028790422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028106585,0.00021897617,0.00021703063,0.000279351,0.00023158149,0.00022237776,0.0001610541,0.00024193947,0.0006002886],"category_scores_gemma":[0.00048644474,0.00013264114,0.000106797605,0.00016998097,0.0003978139,0.00029361516,0.0003196863,0.00025273432,0.000103985614],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012486531,0.00005144323,0.002852322,0.000019072426,0.000004035656,0.00008843256,0.000089010966,0.0067507965,0.98513585,0.00012678244,0.000036420377,0.0047210087],"study_design_scores_gemma":[0.000011240077,0.0011689687,0.033069767,0.000007253257,0.000010922458,0.00011594392,0.0001482476,0.10419998,0.86052847,0.00013518774,0.0005852566,0.000018753364],"about_ca_topic_score_codex":0.00036768836,"about_ca_topic_score_gemma":0.0003524606,"teacher_disagreement_score":0.0006002886,"about_ca_system_score_codex":0.00019033653,"about_ca_system_score_gemma":0.00013369687,"threshold_uncertainty_score":0.00200814},"labels":[],"label_agreement":null},{"id":"W4415002953","doi":"10.1109/tsm.2025.3619539","title":"A Condition Monitoring Method via a New Signal Expansion Strategy for the Crystal Lifting and Rotating Mechanism","year":2025,"lang":"en","type":"article","venue":"IEEE Transactions on Semiconductor Manufacturing","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"SIGNAL (programming language); Monocrystalline silicon; Vibration; Benchmark (surveying); Process (computing); Condition monitoring; Control theory (sociology); Mechanism (biology)","score_opus":0.02030543493557713,"score_gpt":0.27447455005810745,"score_spread":0.2541691151225303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415002953","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026928263,0.00024944716,0.97121555,0.000073103125,0.000064698,0.00006661717,0.00008057488,0.0003809445,0.0009407181],"genre_scores_gemma":[0.4204282,0.0004766786,0.57502455,0.0001245103,0.0000961621,0.0001875508,0.0004996709,0.000056549652,0.0031061287],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957377,0.00005950312,0.000026744628,0.00013496888,0.00017642755,0.000028538856],"domain_scores_gemma":[0.99973816,0.00006188303,0.000037378322,0.00003305683,0.000112254864,0.000017216977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041366025,0.00066672044,0.00047099902,0.0009767909,0.00021201592,0.00038560052,0.0005160054,0.0004513887,0.0010908127],"category_scores_gemma":[0.000799829,0.00017984184,0.0004668536,0.00064308743,0.00025094932,0.0008144276,0.0004780288,0.0005799162,0.0004501132],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027031882,0.00016050378,0.001756854,0.0002057155,0.000057457106,0.00016265041,0.00010480429,0.026132338,0.25528887,0.0034654886,0.0016265856,0.71076846],"study_design_scores_gemma":[0.000023900891,0.00036885144,0.0044295136,0.00001634527,0.000048219285,0.00031978975,0.000047586662,0.9345744,0.05529962,0.0014251188,0.0033950326,0.00005161042],"about_ca_topic_score_codex":0.0008819745,"about_ca_topic_score_gemma":0.0009856517,"teacher_disagreement_score":0.0010908127,"about_ca_system_score_codex":0.00015604097,"about_ca_system_score_gemma":0.00033000513,"threshold_uncertainty_score":0.0036491752},"labels":[],"label_agreement":null},{"id":"W4415013361","doi":"10.1142/s0219455427500994","title":"A New Pounding Tuned Mass Damper for the Aeolian Vibration Control of Power Transmission Conductors","year":2025,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Scientific Research Foundation for Returned Scholars of Ministry of Education; National Natural Science Foundation of China","keywords":"Tuned mass damper; Vibration; Vibration control; Damper; Conductor; Reduction (mathematics); Transmission (telecommunications); Kinetic energy","score_opus":0.005988982077792767,"score_gpt":0.2389982659497659,"score_spread":0.23300928387197312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415013361","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3514072,0.0024271614,0.64161456,0.0002166155,0.00017738195,0.00012169283,0.00005754445,0.0007846118,0.0031932697],"genre_scores_gemma":[0.94683665,0.00039630735,0.050880004,0.000045385885,0.000029052533,0.000049304454,0.000026555077,0.000015702288,0.0017212268],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987864,0.00001436205,0.000007960661,0.000031695185,0.000056847664,0.000010489008],"domain_scores_gemma":[0.99990535,0.000023683557,0.000031244654,0.00001185079,0.000018735593,0.00000913133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018950824,0.00030130212,0.00022166355,0.000276856,0.00016405087,0.00022606636,0.000674596,0.00034933767,0.0009645127],"category_scores_gemma":[0.00025594395,0.00016074802,0.00016771749,0.000116871415,0.00024613028,0.00047130825,0.00027527043,0.0002518794,0.00018184762],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020684233,0.000051827592,0.0008029148,0.00028151865,0.000014917011,0.00020535896,0.00013017916,0.008447828,0.9059546,0.0018253928,0.00034556806,0.08173301],"study_design_scores_gemma":[0.00016746201,0.0019819054,0.006084939,0.00007973079,0.00007410721,0.0012876522,0.00009535858,0.39757138,0.56264794,0.001057655,0.028872414,0.00007938081],"about_ca_topic_score_codex":0.00014454736,"about_ca_topic_score_gemma":0.00020002395,"teacher_disagreement_score":0.0009645127,"about_ca_system_score_codex":0.00013885774,"about_ca_system_score_gemma":0.000085530795,"threshold_uncertainty_score":0.0032266378},"labels":[],"label_agreement":null},{"id":"W4415183394","doi":"10.1007/978-3-031-96767-2_16","title":"Effects of Differences in Soil-Foundation System Stiffnesses on the Behavior of Lattice Tower Structures","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université de Sherbrooke","funders":"","keywords":"Stiffness; Lattice (music); Finite element method; Nonlinear system; Slippage; Arch; Transmission tower","score_opus":0.006173274744048201,"score_gpt":0.19346853108631482,"score_spread":0.18729525634226663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415183394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959533,0.000071393544,0.0013456387,0.00003663767,0.000010576351,0.0000032604137,0.00006508079,0.000037600912,0.0024764708],"genre_scores_gemma":[0.9993819,0.00002538063,0.00016334985,0.000004102618,0.0000019491345,0.0000012308182,0.000018659044,0.000013507063,0.0003899632],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981564,0.00006355831,0.000009086652,0.000030392313,0.00004068337,0.000040771],"domain_scores_gemma":[0.99509454,0.004121483,0.0001931546,0.00018687225,0.00017378952,0.00023023941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041176192,0.00027907547,0.00026233785,0.0003717427,0.00034177938,0.00052557304,0.00035091417,0.00056535844,0.0051233596],"category_scores_gemma":[0.003728058,0.0003186463,0.0002585812,0.00026991343,0.00073811517,0.00063222455,0.00042038524,0.00058085105,0.0004979382],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004421829,0.00055365526,0.012392582,0.00023663885,0.00008741196,0.0011433427,0.0005949418,0.35352734,0.603981,0.002504987,0.00056969974,0.019986605],"study_design_scores_gemma":[0.00028147642,0.0027731012,0.15454225,0.00006821006,0.00021380557,0.00095140043,0.0012569671,0.5534054,0.28122225,0.003890098,0.0012139642,0.0001810294],"about_ca_topic_score_codex":0.00095346273,"about_ca_topic_score_gemma":0.001312162,"teacher_disagreement_score":0.0051233596,"about_ca_system_score_codex":0.0002970896,"about_ca_system_score_gemma":0.00013313914,"threshold_uncertainty_score":0.017139316},"labels":[],"label_agreement":null},{"id":"W4415400703","doi":"10.1063/5.0293122","title":"Investigation of coherent structures around a surface-mounted tripile cylinder array","year":2025,"lang":"en","type":"article","venue":"Physics of Fluids","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University; Memorial University of Newfoundland","funders":"","keywords":"Wake; Turbulence; Streamlines, streaklines, and pathlines; Flow visualization; Reynolds-averaged Navier–Stokes equations; Vortex; Vortex shedding; Flow (mathematics); Reynolds stress; Reynolds number","score_opus":0.012725862238365446,"score_gpt":0.24247001540431914,"score_spread":0.2297441531659537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415400703","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99736756,0.000025099782,0.0022266607,0.0000098622295,0.0000024798076,0.0000030128917,0.000014468487,0.00002204658,0.00032871764],"genre_scores_gemma":[0.9981092,0.000020254505,0.0015901501,0.0000042264187,0.0000016449336,0.0000042021193,0.00003350588,0.0000031046718,0.000233652],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992955,0.000005872798,0.0000019291112,0.000011142307,0.00003616048,0.000015443162],"domain_scores_gemma":[0.9997422,0.00004619091,0.00006904923,0.000026924376,0.00007171867,0.000043878852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011000247,0.00015468118,0.00020218745,0.0004392963,0.00024937346,0.00024459494,0.00022456214,0.00019295634,0.0005071295],"category_scores_gemma":[0.00025730336,0.00009810932,0.00011759939,0.00020937581,0.00026091206,0.00023708171,0.00025747882,0.00019177348,0.00010509823],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024322476,0.00009894152,0.018374808,0.00006253585,0.00002479324,0.00109917,0.0003042433,0.023329712,0.9320884,0.0005723465,0.00021585522,0.023586083],"study_design_scores_gemma":[0.000040845716,0.0028004465,0.26452407,0.000033225548,0.00006993008,0.0014484532,0.0015707351,0.35946122,0.36752057,0.00037883283,0.0020364698,0.000115119314],"about_ca_topic_score_codex":0.00066046795,"about_ca_topic_score_gemma":0.00085485773,"teacher_disagreement_score":0.00066046795,"about_ca_system_score_codex":0.00014426839,"about_ca_system_score_gemma":0.00027110783,"threshold_uncertainty_score":0.0016964674},"labels":[],"label_agreement":null},{"id":"W4415472485","doi":"10.35294/ls2025-03-el-bouzidi","title":"Considerations for numerical simulations of single-phase flow-induced vibration problems","year":2025,"lang":"","type":"book-chapter","venue":"von Karman Institute for Fluid Dynamics eBooks","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Laboratories","funders":"","keywords":"Vibration; Finite element method; Stability (learning theory); Work (physics); Numerical models; Control theory (sociology)","score_opus":0.036618063243720876,"score_gpt":0.26904988878058467,"score_spread":0.23243182553686378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415472485","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05414913,0.0034479762,0.7768083,0.0060951184,0.001555474,0.0003637294,0.000600357,0.0017556745,0.1552242],"genre_scores_gemma":[0.578483,0.0028591899,0.37967625,0.0013949843,0.0006256416,0.0011898944,0.0007617191,0.0028219474,0.03218744],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994104,0.0001887673,0.000022815882,0.000031124826,0.00030831186,0.00003851284],"domain_scores_gemma":[0.99714893,0.0020585023,0.000074860254,0.00017809526,0.0004435017,0.00009614264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011213811,0.0006847147,0.0008888858,0.0005016238,0.0013997396,0.0018716869,0.0020436787,0.0017717901,0.011706677],"category_scores_gemma":[0.009421926,0.0005863503,0.0006669752,0.0005393197,0.0010287836,0.0021093024,0.0010980013,0.0021813866,0.0020502878],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020889245,0.00017225814,0.000826493,0.0005252089,0.0000354518,0.00031856305,0.00025345336,0.6955653,0.023302417,0.23515043,0.010761845,0.032879673],"study_design_scores_gemma":[0.000029693705,0.00003158971,0.00018996479,0.00007896535,0.000010163928,0.00005794543,0.000060405375,0.9436606,0.0021726028,0.045766454,0.007924207,0.000017364808],"about_ca_topic_score_codex":0.002203785,"about_ca_topic_score_gemma":0.0026117903,"teacher_disagreement_score":0.011706677,"about_ca_system_score_codex":0.0006835326,"about_ca_system_score_gemma":0.00067892735,"threshold_uncertainty_score":0.039162755},"labels":[],"label_agreement":null},{"id":"W4415748240","doi":"10.1109/tpwrd.2025.3626700","title":"Prediction of Aeolian Vibrations in Conductors Equipped With Bretelles","year":2025,"lang":"","type":"article","venue":"IEEE Transactions on Power Delivery","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Electrical conductor; Dissipation; Vibration; Conductor; Transient (computer programming); Electric power transmission; Nonlinear system; Transmission line; Bending","score_opus":0.011410220273641606,"score_gpt":0.2095129108075923,"score_spread":0.1981026905339507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415748240","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9284769,0.000048520564,0.070185885,0.00002023954,0.0000058245582,0.000020893844,0.000077510726,0.00021499775,0.0009492186],"genre_scores_gemma":[0.995235,0.000029320661,0.004316639,0.000002163685,0.0000011188274,0.000012704646,0.000043922897,0.000009420945,0.0003497048],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999442,0.000013529931,0.0000027408564,0.000016599493,0.000014294408,0.000008554732],"domain_scores_gemma":[0.9998022,0.00010633867,0.000040662962,0.000015067913,0.000025450603,0.000010280914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001498937,0.00039910903,0.00020949783,0.00022922328,0.00014360643,0.00023480314,0.0002733198,0.00056795223,0.00036850915],"category_scores_gemma":[0.00047148368,0.00021652569,0.00024579634,0.000104580075,0.00021674545,0.0003097272,0.00015869855,0.00021326584,0.00014420402],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057062487,0.000047396374,0.0065720477,0.00003344478,0.000008828462,0.00009287258,0.000046684618,0.9534405,0.03225997,0.00014532018,0.00010420745,0.007191676],"study_design_scores_gemma":[0.0000034725244,0.00003807457,0.0018037553,0.0000018231262,0.0000021916044,0.00001107994,0.000014631715,0.99489707,0.0031403091,0.000038117185,0.00004703649,0.0000024530293],"about_ca_topic_score_codex":0.001931985,"about_ca_topic_score_gemma":0.0018616421,"teacher_disagreement_score":0.001931985,"about_ca_system_score_codex":0.00021045079,"about_ca_system_score_gemma":0.00016386765,"threshold_uncertainty_score":0.0038414598},"labels":[],"label_agreement":null},{"id":"W4415823750","doi":"10.3390/su17219767","title":"A Hybrid Experimental and Computational Framework for Evaluating Wind Load Distribution and Wind-Induced Response of Multi-Span UHV Substation Gantries","year":2025,"lang":"en","type":"article","venue":"Sustainability","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Zhejiang University of Science and Technology; Zhejiang University; National Natural Science Foundation of China","keywords":"Aeroelasticity; Modal; Wind engineering; Aerodynamics; Vibration; Wind power; Wind speed; Operational Modal Analysis","score_opus":0.014018463954743498,"score_gpt":0.32415934392177104,"score_spread":0.31014087996702755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415823750","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90811396,0.000056628513,0.08738896,0.000046218185,0.000018887165,0.00008042266,0.00031814785,0.00038174106,0.0035951226],"genre_scores_gemma":[0.9916585,0.000024510971,0.007912416,0.000008856348,0.0000032163728,0.00006078384,0.0000975373,0.000010043983,0.00022414385],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998627,0.000028059718,0.000006655399,0.000027853626,0.000051944757,0.000022810453],"domain_scores_gemma":[0.99985516,0.000043938544,0.000023100212,0.000034556237,0.00003098756,0.000012176719],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002660207,0.00042464634,0.00026726536,0.0003061345,0.00021602007,0.00029965347,0.0005907904,0.00044713853,0.0012212866],"category_scores_gemma":[0.00041841302,0.00015352902,0.00025041823,0.0002135094,0.0003754853,0.00038765086,0.00040125684,0.00030524007,0.00011584519],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000325306,0.0005085081,0.013034056,0.0001504559,0.000034915935,0.00025843317,0.00014120822,0.69176704,0.26509762,0.0027755566,0.00045309326,0.0254537],"study_design_scores_gemma":[0.000012458292,0.00022787704,0.005489326,0.000005563606,0.0000055959013,0.000019623585,0.000057340618,0.9771697,0.016440172,0.00031867612,0.0002425611,0.000011230962],"about_ca_topic_score_codex":0.002802507,"about_ca_topic_score_gemma":0.002796582,"teacher_disagreement_score":0.002802507,"about_ca_system_score_codex":0.00021025444,"about_ca_system_score_gemma":0.00030587078,"threshold_uncertainty_score":0.0055723786},"labels":[],"label_agreement":null},{"id":"W4416179892","doi":"","title":"Modelling the nonlinear mechanical characteristics of a slack cable using Bouc-Wen model","year":2022,"lang":"en","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Nonlinear system; Stability (learning theory); Control theory (sociology); Deformation (meteorology); Work (physics)","score_opus":0.0161909239230621,"score_gpt":0.20540165894607215,"score_spread":0.18921073502301006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416179892","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10573084,0.0006355209,0.86854374,0.00036511433,0.00013025371,0.00008636488,0.0002287895,0.00040221377,0.023877224],"genre_scores_gemma":[0.93728197,0.0008272094,0.024877857,0.000073972755,0.000051232102,0.00013603544,0.00023032415,0.00015028399,0.036371123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998654,0.00003802465,0.000005940307,0.000025697942,0.000044615485,0.000020277472],"domain_scores_gemma":[0.99974257,0.00010374125,0.00004804764,0.000021867836,0.00006163435,0.000022198863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002811205,0.0006449208,0.0005584799,0.00054947316,0.0003535803,0.0008493403,0.0009557373,0.0019323446,0.0031002495],"category_scores_gemma":[0.0009240017,0.00033750755,0.00047649088,0.00061501627,0.0007132908,0.0012052365,0.0005956117,0.0007561021,0.00059351436],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038910144,0.00002166564,0.00044203282,0.00007077254,0.000013707942,0.00016199765,0.00007262901,0.9803006,0.0064375107,0.008728099,0.0002870279,0.0034249963],"study_design_scores_gemma":[0.000003448107,0.000011831124,0.00012720397,0.0000056730196,0.0000027006954,0.000015480542,0.000011260413,0.99797386,0.00042598587,0.0009170086,0.0005006122,0.000004962145],"about_ca_topic_score_codex":0.007894672,"about_ca_topic_score_gemma":0.0061631417,"teacher_disagreement_score":0.007894672,"about_ca_system_score_codex":0.00059002446,"about_ca_system_score_gemma":0.0006987839,"threshold_uncertainty_score":0.01569742},"labels":[],"label_agreement":null},{"id":"W44700326","doi":"","title":"Caractérisation rhéologique de divers collages ; interprétation des résultats expérimentaux","year":2010,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Humanities; Physics; Philosophy","score_opus":0.010408304660267584,"score_gpt":0.22511335897895524,"score_spread":0.21470505431868764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W44700326","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9455702,0.00076264894,0.048069675,0.00017562868,0.00006225725,0.00008460932,0.0003987895,0.0005960869,0.0042800764],"genre_scores_gemma":[0.99306536,0.00022594634,0.005193439,0.00002144046,0.000017101784,0.0000406538,0.0001401876,0.00008301613,0.0012129063],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992767,0.00013897072,0.0000222633,0.00019437046,0.0002796109,0.00008810564],"domain_scores_gemma":[0.99855906,0.0007459062,0.000093810035,0.00025802327,0.00027098483,0.00007224742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008744839,0.0010527655,0.0009828897,0.0012420908,0.0013998209,0.0012223556,0.000796539,0.0015042451,0.0061951564],"category_scores_gemma":[0.002427548,0.00065826566,0.0004409876,0.0011050139,0.0015221498,0.0010762581,0.0008770675,0.0009872284,0.0009827118],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017005544,0.00020645052,0.0073125917,0.00035322167,0.000058734564,0.0009098016,0.0012545052,0.021569965,0.9440816,0.00090939214,0.0006839758,0.020959156],"study_design_scores_gemma":[0.00026715375,0.0021585259,0.08870907,0.00010606464,0.00014692148,0.0016155731,0.0020545046,0.13161519,0.7633863,0.0020759013,0.0076731085,0.00019167693],"about_ca_topic_score_codex":0.0017715194,"about_ca_topic_score_gemma":0.0011331787,"teacher_disagreement_score":0.0061951564,"about_ca_system_score_codex":0.00029706297,"about_ca_system_score_gemma":0.00021413076,"threshold_uncertainty_score":0.020724893},"labels":[],"label_agreement":null},{"id":"W6379902","doi":"10.1139/tcsme-2006-0022","title":"RELATIVE-ERROR-BASED FINITE ELEMENT ANALYSIS OF AXIALLY MOVING BEAMS","year":2006,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Toronto; University of New Brunswick","funders":"","keywords":"Finite element method; Axial symmetry; Displacement (psychology); Computation; Nonlinear system; Simple (philosophy); Beam (structure); Computer science; Stress (linguistics); Algorithm; Energy (signal processing); Variety (cybernetics); Mathematics; Applied mathematics; Structural engineering; Geometry; Physics; Engineering; Artificial intelligence","score_opus":0.007224499686903156,"score_gpt":0.19316581750337797,"score_spread":0.1859413178164748,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6379902","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016608847,0.00009646989,0.9817448,0.000031353735,0.000012729818,0.000013290625,0.000015623576,0.00013668224,0.001340163],"genre_scores_gemma":[0.38548312,0.00021244676,0.61048114,0.00004447146,0.000014123211,0.00009937798,0.000100808174,0.00018393731,0.0033806274],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99953675,0.00015215001,0.000022130422,0.000038467453,0.0002268209,0.000023662233],"domain_scores_gemma":[0.9994597,0.0002817784,0.000052652045,0.00008198498,0.00011271947,0.000011204047],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013117609,0.0004511799,0.00050192437,0.0005752597,0.00028023636,0.0003692443,0.001195577,0.00065950403,0.0015956546],"category_scores_gemma":[0.0022921425,0.00038495188,0.0005053862,0.00041164298,0.00073959125,0.00074594724,0.00063232094,0.0005140515,0.0004877158],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007655684,0.00002844159,0.00057027605,0.00008880934,0.000025022871,0.000050188624,0.00013610792,0.9031086,0.028378977,0.021469627,0.00037172117,0.045695763],"study_design_scores_gemma":[0.00000303971,0.000017842467,0.00008439667,0.000005732633,0.0000029696212,0.000012604092,0.0000071412114,0.9947737,0.0033478425,0.0011741625,0.0005658046,0.0000048377074],"about_ca_topic_score_codex":0.0022377006,"about_ca_topic_score_gemma":0.0027831513,"teacher_disagreement_score":0.0022377006,"about_ca_system_score_codex":0.0003134162,"about_ca_system_score_gemma":0.0005741371,"threshold_uncertainty_score":0.006937325},"labels":[],"label_agreement":null},{"id":"W6901522914","doi":"10.60692/fn8ty-0vb96","title":"Experimental vibration data collected for a belt drive system under different operating conditions","year":2023,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Vibration; Operating speed; Anomaly detection; Fault (geology); Condition monitoring; Vibration control","score_opus":0.040622998584449545,"score_gpt":0.23963849211511834,"score_spread":0.1990154935306688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6901522914","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9899747,0.00005649458,0.0052090413,0.00006366678,0.000040617775,0.00009138259,0.0029927345,0.00033932974,0.0012320972],"genre_scores_gemma":[0.9914499,0.000049333725,0.0035189874,0.000026431611,0.000010071045,0.00009406034,0.0039945743,0.00002292744,0.0008337414],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995234,0.000041161187,0.000047642698,0.00011164192,0.00021689896,0.00005930004],"domain_scores_gemma":[0.99904186,0.00028230652,0.000080648795,0.00012855002,0.00040553437,0.000061092556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034514343,0.00038399344,0.00035309003,0.0006430464,0.0003698903,0.0002514621,0.00030103824,0.00041457452,0.0023732507],"category_scores_gemma":[0.0013021233,0.00011694209,0.00024531662,0.00047850612,0.0002601991,0.00029329062,0.00028762335,0.00033653431,0.0004691305],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0041934215,0.0037550246,0.10752049,0.0015775635,0.0002399587,0.0009810717,0.0015000494,0.040208988,0.6368578,0.0007416448,0.011526,0.19089797],"study_design_scores_gemma":[0.00027152317,0.007454252,0.67004037,0.000116966694,0.00014866002,0.00074594823,0.0016323616,0.09680235,0.21206102,0.0007090367,0.009850781,0.00016671883],"about_ca_topic_score_codex":0.0014222588,"about_ca_topic_score_gemma":0.0038158388,"teacher_disagreement_score":0.0023732507,"about_ca_system_score_codex":0.00019193739,"about_ca_system_score_gemma":0.00024850407,"threshold_uncertainty_score":0.007939279},"labels":[],"label_agreement":null},{"id":"W6901611576","doi":"10.60692/7v938-kfy76","title":"Experimental vibration data collected for a belt drive system under different operating conditions","year":2023,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Vibration; Operating speed; Anomaly detection; Fault (geology); Condition monitoring; Vibration control","score_opus":0.040622998584449545,"score_gpt":0.23963849211511834,"score_spread":0.1990154935306688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6901611576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9899747,0.00005649458,0.0052090413,0.00006366678,0.000040617775,0.00009138259,0.0029927345,0.00033932974,0.0012320972],"genre_scores_gemma":[0.9914499,0.000049333725,0.0035189874,0.000026431611,0.000010071045,0.00009406034,0.0039945743,0.00002292744,0.0008337414],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995234,0.000041161187,0.000047642698,0.00011164192,0.00021689896,0.00005930004],"domain_scores_gemma":[0.99904186,0.00028230652,0.000080648795,0.00012855002,0.00040553437,0.000061092556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034514343,0.00038399344,0.00035309003,0.0006430464,0.0003698903,0.0002514621,0.00030103824,0.00041457452,0.0023732507],"category_scores_gemma":[0.0013021233,0.00011694209,0.00024531662,0.00047850612,0.0002601991,0.00029329062,0.00028762335,0.00033653431,0.0004691305],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0041934215,0.0037550246,0.10752049,0.0015775635,0.0002399587,0.0009810717,0.0015000494,0.040208988,0.6368578,0.0007416448,0.011526,0.19089797],"study_design_scores_gemma":[0.00027152317,0.007454252,0.67004037,0.000116966694,0.00014866002,0.00074594823,0.0016323616,0.09680235,0.21206102,0.0007090367,0.009850781,0.00016671883],"about_ca_topic_score_codex":0.0014222588,"about_ca_topic_score_gemma":0.0038158388,"teacher_disagreement_score":0.0023732507,"about_ca_system_score_codex":0.00019193739,"about_ca_system_score_gemma":0.00024850407,"threshold_uncertainty_score":0.007939279},"labels":[],"label_agreement":null},{"id":"W6990028204","doi":"","title":"Contrôle passif non linéaire du galop sur les lignes aériennes de transport d'énergie","year":2024,"lang":"fr","type":"dissertation","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Limiting; Air transport; Rail transportation","score_opus":0.006091228208444223,"score_gpt":0.19402258879655968,"score_spread":0.18793136058811546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6990028204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77273995,0.0033410706,0.18333274,0.0011850105,0.001244319,0.00015088444,0.00032185044,0.0009108161,0.03677341],"genre_scores_gemma":[0.949304,0.0023027498,0.011972216,0.00023957783,0.00008477081,0.00010147682,0.0001553544,0.00012811099,0.035711907],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982005,0.000016106245,0.000007084644,0.000043029282,0.000081293074,0.000032579108],"domain_scores_gemma":[0.9997094,0.00008727705,0.000044388024,0.000023040264,0.000106676795,0.00002917786],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002495019,0.00032314428,0.00035890698,0.0001313245,0.00023421732,0.000630821,0.00035843288,0.00043138143,0.009165625],"category_scores_gemma":[0.00031033758,0.00013541615,0.00031829375,0.000090261456,0.00026532335,0.0004995141,0.00053520553,0.0004888952,0.0010162136],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006920836,0.00013499256,0.0013589668,0.00054615265,0.00003469257,0.00017713445,0.0002782228,0.016546275,0.8985115,0.004922657,0.0020264513,0.07477093],"study_design_scores_gemma":[0.000143721,0.0016374874,0.008696133,0.00010085626,0.00009545001,0.00015650419,0.00036501966,0.099665105,0.81822324,0.0019397062,0.06888575,0.000090980415],"about_ca_topic_score_codex":0.00086679246,"about_ca_topic_score_gemma":0.0016021042,"teacher_disagreement_score":0.009165625,"about_ca_system_score_codex":0.00035509063,"about_ca_system_score_gemma":0.00029349202,"threshold_uncertainty_score":0.03066206},"labels":[],"label_agreement":null},{"id":"W6999887449","doi":"","title":"Earthquake-resistant design procedures for tall guyed telecommunication masts","year":2011,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Serviceability (structure); Wind engineering; Seismic analysis; Design load; Finite element method; Mast (botany); Seismic loading; Telecommunications equipment","score_opus":0.02030990364099417,"score_gpt":0.22846676714854317,"score_spread":0.208156863507549,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6999887449","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024802996,0.00005299653,0.96890926,0.000040212115,0.000021116017,0.00017914172,0.000051406478,0.00051083905,0.005432059],"genre_scores_gemma":[0.38228053,0.0001819485,0.6086103,0.00006984747,0.000021538914,0.0002707941,0.0002565834,0.00025649104,0.00805194],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99949276,0.00010626755,0.000040454073,0.00006333681,0.00025155582,0.00004562193],"domain_scores_gemma":[0.9989397,0.00034538054,0.00021881775,0.00016795781,0.0002956964,0.000032375377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00096356665,0.00066274666,0.00037378081,0.00060296035,0.00035619337,0.00051895133,0.00086885644,0.00062111276,0.0071213543],"category_scores_gemma":[0.0026987507,0.00034293247,0.00060811907,0.00021943724,0.00046022845,0.00032132198,0.00075248035,0.0007351057,0.0019006332],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024636975,0.00013054509,0.0022542235,0.00044240715,0.000037009828,0.0005037507,0.0006535206,0.66433084,0.12773181,0.017449554,0.0031267812,0.1830931],"study_design_scores_gemma":[0.000068104964,0.0007323783,0.0019415227,0.00007872427,0.00004651332,0.00039756752,0.00026929975,0.9251198,0.034315113,0.007709992,0.029277936,0.000043052223],"about_ca_topic_score_codex":0.0010646268,"about_ca_topic_score_gemma":0.0016514261,"teacher_disagreement_score":0.0071213543,"about_ca_system_score_codex":0.00033326735,"about_ca_system_score_gemma":0.0006594631,"threshold_uncertainty_score":0.02382332},"labels":[],"label_agreement":null},{"id":"W7008141465","doi":"","title":"Assessment of Behaviour and Cascade Failure of Tangent and End Towers of Transmission Lines Under Downbursts","year":2024,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tower; Electric power transmission; Transmission tower; Transmission line; Tangent; Power transmission; Cascade; Line (geometry)","score_opus":0.03332782562528333,"score_gpt":0.293469892023715,"score_spread":0.2601420663984316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7008141465","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99925953,0.000022741993,0.0002738024,0.0000055054948,0.0000018838759,0.0000073900005,0.00006761017,0.000009935554,0.00035153306],"genre_scores_gemma":[0.99929726,0.000029793962,0.00018013337,0.0000026206299,6.031503e-7,0.0000034888308,0.00009239933,0.0000025908696,0.00039112754],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998529,0.000013348022,0.000008247322,0.000031309708,0.00006521683,0.00002899311],"domain_scores_gemma":[0.99953794,0.00006724654,0.000106086954,0.00003226183,0.00018687398,0.00006968735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021115993,0.000237994,0.00021451006,0.00047368,0.00038285428,0.00034538424,0.0002708748,0.00033377224,0.0009517301],"category_scores_gemma":[0.0006218568,0.00015174858,0.0002058996,0.00022016067,0.00025163023,0.0003021291,0.00024999861,0.00029266631,0.00025227547],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00110842,0.00032273628,0.32429826,0.0002454918,0.00009046267,0.0025718552,0.002864588,0.035042617,0.5995189,0.00021717823,0.00079545105,0.032924052],"study_design_scores_gemma":[0.000015423822,0.0013039057,0.90091944,0.000033230728,0.00004860475,0.00040566293,0.002051576,0.043356508,0.05097628,0.000076253215,0.0007775158,0.00003548976],"about_ca_topic_score_codex":0.008376586,"about_ca_topic_score_gemma":0.013374622,"teacher_disagreement_score":0.008376586,"about_ca_system_score_codex":0.00030444897,"about_ca_system_score_gemma":0.00013569936,"threshold_uncertainty_score":0.016655684},"labels":[],"label_agreement":null},{"id":"W7009372975","doi":"","title":"Dynamic post-elastic response of transmission towers","year":2010,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Hydro-Québec; Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Tower; Catastrophic failure; Electric power transmission; Transmission tower; Transmission line; Transmission (telecommunications); Conductor; Overhead line","score_opus":0.0051313426765774795,"score_gpt":0.21624885980921948,"score_spread":0.211117517132642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7009372975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98287857,0.000042244053,0.012338325,0.000033242115,0.000014839328,0.000029168794,0.0001640952,0.00019562349,0.0043038027],"genre_scores_gemma":[0.997523,0.00003446071,0.001134032,0.000008154766,0.0000012860452,0.000010949226,0.0001297021,0.000010787577,0.0011476852],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997619,0.000024267487,0.000012100179,0.00004509529,0.00011091351,0.00004562142],"domain_scores_gemma":[0.9997342,0.000055251425,0.00003773595,0.000052390482,0.00009210877,0.000028187633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022141512,0.0004772045,0.00023565943,0.0004567724,0.0003360369,0.00044678702,0.0005787478,0.000530088,0.0028107543],"category_scores_gemma":[0.00077110616,0.00027066696,0.00033133646,0.00023101454,0.0004477847,0.00043397967,0.0004511736,0.00036137085,0.0006085583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024245493,0.0001406728,0.01118631,0.00009380825,0.000028388231,0.0007733792,0.00035485698,0.59236854,0.36631712,0.0007146956,0.00052774366,0.027252],"study_design_scores_gemma":[0.000023689106,0.00064937497,0.036456242,0.000027761955,0.000018299692,0.00037261497,0.00039581806,0.8948673,0.06461781,0.00040563304,0.0021250194,0.00004041622],"about_ca_topic_score_codex":0.0026799366,"about_ca_topic_score_gemma":0.002960552,"teacher_disagreement_score":0.0028107543,"about_ca_system_score_codex":0.00043530535,"about_ca_system_score_gemma":0.0002867846,"threshold_uncertainty_score":0.009402871},"labels":[],"label_agreement":null},{"id":"W7011737765","doi":"","title":"Modelling strategy to implement the local buckling and the non-linear behaviour of bolted connections in the analysis of steel lattice transmission towers","year":2021,"lang":"en","type":"dissertation","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Transmission tower; Power transmission; Buckling; Lattice (music); Transmission line; Tower; Electric power transmission; Beam (structure); Computer simulation","score_opus":0.01129210572491263,"score_gpt":0.223780345826495,"score_spread":0.21248824010158238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7011737765","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.116466075,0.0001078241,0.87902486,0.000047976097,0.00002093641,0.00007265844,0.00005232952,0.00034962202,0.00385777],"genre_scores_gemma":[0.84309363,0.00015967657,0.15233311,0.000015783877,0.000011885391,0.00016217733,0.0001202956,0.00006127573,0.004042205],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998567,0.000042411186,0.000008834324,0.000024790797,0.000053279673,0.0000140199645],"domain_scores_gemma":[0.9998005,0.000053986845,0.000029919556,0.000034260538,0.0000694739,0.000011927959],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035431996,0.000614416,0.0003449563,0.00049677317,0.00030848125,0.00042903583,0.0009712239,0.00081646297,0.0018569458],"category_scores_gemma":[0.0005017125,0.00026915126,0.00069295993,0.00026678725,0.00039862382,0.00041239223,0.00042951564,0.00041923163,0.00055458245],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016384993,0.000032133936,0.0009923349,0.000058665166,0.000011822112,0.00011741333,0.000053724936,0.96300703,0.024607569,0.0024208857,0.00010880955,0.008573239],"study_design_scores_gemma":[0.0000018223982,0.000027820352,0.00019575006,0.0000040972727,0.0000030412477,0.000020076064,0.000007144939,0.9972331,0.0019454799,0.00026950927,0.00028925596,0.0000029685345],"about_ca_topic_score_codex":0.0034141303,"about_ca_topic_score_gemma":0.0031439385,"teacher_disagreement_score":0.0034141303,"about_ca_system_score_codex":0.0004105821,"about_ca_system_score_gemma":0.0006201492,"threshold_uncertainty_score":0.006788492},"labels":[],"label_agreement":null},{"id":"W7018254135","doi":"","title":"Design of overhead transmission lines subject to localized high intensity wind","year":2007,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Overhead (engineering); Electric power transmission; Tornado; Storm; Wind engineering; Intensity (physics); Boundary layer","score_opus":0.01431164805284279,"score_gpt":0.24206893564192,"score_spread":0.2277572875890772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7018254135","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24995878,0.00039517615,0.7269599,0.00024070972,0.000058848767,0.00018823128,0.00008408299,0.0007380462,0.021376375],"genre_scores_gemma":[0.9765745,0.00018535712,0.016910888,0.000018443234,0.000020723593,0.00008249383,0.000039697712,0.000044343426,0.0061235353],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973446,0.00009976599,0.000008136603,0.00004421616,0.00007661823,0.00003685492],"domain_scores_gemma":[0.9995678,0.00013830797,0.00011101504,0.00003082021,0.000119507255,0.00003252284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031127335,0.0005443622,0.00035734515,0.00029599748,0.00042851962,0.00076839916,0.0006808765,0.00049065315,0.004040387],"category_scores_gemma":[0.00077272224,0.00025604133,0.00023188752,0.00023606535,0.00034403996,0.00038367233,0.0002391479,0.0002086335,0.0005599142],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044591216,0.00011361794,0.0019024422,0.00024540423,0.00004588243,0.00030393794,0.00026934344,0.86509883,0.05414411,0.0044459347,0.0014232364,0.071561344],"study_design_scores_gemma":[0.000085784995,0.0012346439,0.0014882097,0.000032536314,0.00005788996,0.000113378825,0.00021433744,0.98437357,0.0071907667,0.0012315222,0.0039628106,0.0000146663015],"about_ca_topic_score_codex":0.0018405513,"about_ca_topic_score_gemma":0.0023663256,"teacher_disagreement_score":0.004040387,"about_ca_system_score_codex":0.0005191935,"about_ca_system_score_gemma":0.00045408015,"threshold_uncertainty_score":0.013516426},"labels":[],"label_agreement":null},{"id":"W7020057872","doi":"","title":"Joint Wind and Ice Effects on Transmission Lines in Mountainous Terrain","year":2020,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Icing; Terrain; Wind speed; Joint (building); Electric power transmission; Accretion (finance); Amplitude; Transmission (telecommunications)","score_opus":0.038284333229691166,"score_gpt":0.25354247446175565,"score_spread":0.2152581412320645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7020057872","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99923,0.000015072264,0.00045633627,0.0000042862202,0.0000010265809,0.000002872795,0.000053399293,0.0000098638875,0.00022714522],"genre_scores_gemma":[0.9996859,0.000014267606,0.00014493994,6.4695723e-7,0.0000010048011,0.000001476821,0.00007300497,0.0000016604853,0.00007718904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988604,0.000021003085,0.000007679279,0.000023951303,0.000029848614,0.000031577456],"domain_scores_gemma":[0.99974424,0.00007841635,0.00008881085,0.000024132554,0.000037489117,0.000026930233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020303573,0.00023783997,0.00019039317,0.0004885044,0.0002660174,0.00030808008,0.00023686868,0.00025625576,0.0003905685],"category_scores_gemma":[0.0006633666,0.00011834184,0.00027295604,0.00047638893,0.00024890742,0.00027286806,0.00019653988,0.000140358,0.000064744156],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023357982,0.00015999921,0.18782577,0.000067040295,0.000093728,0.0020156908,0.00025412877,0.7797108,0.013312005,0.00032008174,0.00038948224,0.0156176435],"study_design_scores_gemma":[0.000023743114,0.00031842783,0.36020628,0.000011832613,0.000054564887,0.0002596815,0.000395259,0.634101,0.0040342687,0.0001457294,0.00042669516,0.000022453603],"about_ca_topic_score_codex":0.018964525,"about_ca_topic_score_gemma":0.018152574,"teacher_disagreement_score":0.018964525,"about_ca_system_score_codex":0.00028175054,"about_ca_system_score_gemma":0.00016605019,"threshold_uncertainty_score":0.037708282},"labels":[],"label_agreement":null},{"id":"W7028307063","doi":"","title":"Fire Needling Therapy of Different Frequencies versus External Diclofenac Diethylamine Emulgel for Knee Osteoarthritis: Study Protocol for a Pilot Randomized Controlled Trial","year":2023,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dry needling; Randomized controlled trial; Acupuncture; Osteoarthritis; Traditional Chinese medicine; Clinical trial","score_opus":0.19406435929620242,"score_gpt":0.5011662608962361,"score_spread":0.30710190160003364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7028307063","genre_codex":"protocol","genre_gemma":"protocol","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"protocol","genre_consensus":"protocol","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008234726,0.0008447298,0.0015357148,0.0002134546,0.0004600666,0.98709595,0.0008575288,0.000098041404,0.0006597995],"genre_scores_gemma":[0.006222895,0.00038365994,0.0024376283,0.00021382992,0.000078796154,0.989979,0.00014999472,0.000005365291,0.0005287947],"study_design_codex":"randomized_trial","study_design_gemma":"randomized_trial","domain_scores_codex":[0.99233973,0.0041805217,0.00096393743,0.00075585744,0.00093362515,0.00082633353],"domain_scores_gemma":[0.9951232,0.0013360734,0.0010908863,0.000573078,0.0010620729,0.0008146428],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.016427321,0.0044930596,0.011207706,0.0016959186,0.0021852707,0.002479,0.0028108093,0.0044332664,0.037771817],"category_scores_gemma":[0.011536732,0.002132628,0.0045240424,0.001978225,0.0027339957,0.0028535775,0.001371897,0.004660429,0.0052182414],"study_design_candidate":"randomized_trial","study_design_consensus":"randomized_trial","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.93530726,0.022013152,0.0004845678,0.01405221,0.0019665295,0.000119212134,0.00022383293,0.00073336787,0.0020646884,0.0012109972,0.0041610375,0.017663235],"study_design_scores_gemma":[0.959719,0.03087255,0.0010189012,0.00076998136,0.0007806746,0.000020976075,0.00007047657,0.0005893836,0.00031750757,0.0005156685,0.0052845157,0.000040445746],"about_ca_topic_score_codex":0.0014740581,"about_ca_topic_score_gemma":0.0030005476,"teacher_disagreement_score":0.037771817,"about_ca_system_score_codex":0.0025855312,"about_ca_system_score_gemma":0.008697375,"threshold_uncertainty_score":0.12635934},"labels":[],"label_agreement":null},{"id":"W7028728633","doi":"","title":"First lab tests of the blade runners concept for reducing ice induced vibration of structures","year":2014,"lang":"en","type":"article","venue":"NPARC","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Community Sector Council Newfoundland and Labrador","funders":"","keywords":"Blade (archaeology); Sawtooth wave; Vibration; Spall; Displacement (psychology); Brittleness","score_opus":0.008398304401178834,"score_gpt":0.21760409061428546,"score_spread":0.20920578621310662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7028728633","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98553884,0.00009686856,0.012877283,0.000032093212,0.000022169766,0.00016184602,0.0001376797,0.00018699795,0.00094624073],"genre_scores_gemma":[0.9812339,0.00009371019,0.016383922,0.000029587896,0.0000115570665,0.00014306945,0.00019417443,0.00005376922,0.0018562832],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976045,0.000033098826,0.000009308944,0.000042861015,0.000106913634,0.000047349884],"domain_scores_gemma":[0.99948597,0.000098763325,0.00005872671,0.00009182264,0.00016450565,0.00010018334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049890974,0.0005657667,0.00034072174,0.00023112247,0.0002820849,0.00023661721,0.0006289021,0.0004888652,0.0019008613],"category_scores_gemma":[0.0007091759,0.00021863257,0.0003471098,0.0001240969,0.00042578392,0.0003216818,0.00041174737,0.00043408477,0.0003355473],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033462854,0.000193099,0.0012089148,0.000086988155,0.000011444038,0.00007888431,0.00007695993,0.0020277018,0.98871136,0.000052648396,0.00012915483,0.007088185],"study_design_scores_gemma":[0.00010827883,0.015958972,0.014985142,0.000019565849,0.00003761613,0.00011932114,0.0001307398,0.007536515,0.95974773,0.000055409004,0.001278006,0.000022687884],"about_ca_topic_score_codex":0.00042998043,"about_ca_topic_score_gemma":0.00096387515,"teacher_disagreement_score":0.0019008613,"about_ca_system_score_codex":0.0001701772,"about_ca_system_score_gemma":0.00023511946,"threshold_uncertainty_score":0.006358981},"labels":[],"label_agreement":null},{"id":"W7086747885","doi":"10.5281/zenodo.17307840","title":"feaunico/SSOFT_pipeline: SSOFT pipeline","year":2025,"lang":"en","type":"other","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Pipeline (software); Pipeline transport; Data processing; Context (archaeology)","score_opus":0.012314910595272049,"score_gpt":0.2169105754116226,"score_spread":0.20459566481635055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7086747885","genre_codex":"software","genre_gemma":"software","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"software","genre_consensus":"software","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011791597,0.00031767183,0.27030668,0.00023080547,0.00032193275,0.00054848223,0.26116198,0.42828038,0.027040498],"genre_scores_gemma":[0.034596574,0.00016910466,0.41857985,0.000652057,0.00009573148,0.0016849962,0.3072651,0.20274912,0.0342075],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99900824,0.000074257674,0.00006834208,0.00038905456,0.00031014794,0.00014998089],"domain_scores_gemma":[0.998522,0.0004856098,0.00012806109,0.00031330518,0.0004424947,0.00010857266],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0016211856,0.0027166423,0.0011486257,0.0022979993,0.0015398352,0.0018064943,0.001954305,0.0012673531,0.09867552],"category_scores_gemma":[0.003855924,0.002074244,0.0015656755,0.0014085645,0.000573758,0.0014001036,0.0013160832,0.0018333888,0.08389523],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009429357,0.00011966767,0.0060406034,0.0013724247,0.0002375069,0.00032923647,0.0010400185,0.0036346493,0.092590906,0.0055242446,0.75834936,0.12981859],"study_design_scores_gemma":[0.00051277934,0.00019189253,0.012001642,0.0002499008,0.00022318782,0.00047953118,0.00024225075,0.0464036,0.12231156,0.008779417,0.80828357,0.0003206187],"about_ca_topic_score_codex":0.011649678,"about_ca_topic_score_gemma":0.02275801,"teacher_disagreement_score":0.9013245,"about_ca_system_score_codex":0.000980096,"about_ca_system_score_gemma":0.0021260038,"threshold_uncertainty_score":0.3301025},"labels":[],"label_agreement":null},{"id":"W7106247108","doi":"10.1007/978-3-032-01078-0_18","title":"Comparison Between Simulated Downburst Loads at the WindEEE Dome and Design Wind Loads for End Towers","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Wind shear; Tower; Wind engineering; Wind power; Transmission tower; Thunderstorm; Wind gradient; Wind speed","score_opus":0.01434558463185078,"score_gpt":0.23504083139426202,"score_spread":0.22069524676241123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7106247108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9807227,0.000040945728,0.00794411,0.000040099847,0.000032970707,0.000032172622,0.00055643375,0.0003290747,0.010301518],"genre_scores_gemma":[0.9973093,0.000012081415,0.0008845875,0.0000072377306,0.0000020671346,0.0000112563275,0.00035784036,0.00005146688,0.0013642758],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974066,0.000053279127,0.000013482243,0.000046571327,0.00009586952,0.000050209354],"domain_scores_gemma":[0.99900156,0.0005870276,0.0000362761,0.00007846892,0.00023264055,0.00006409127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003815275,0.00042862355,0.000442036,0.000415594,0.000510238,0.0006610199,0.00059829775,0.00077645166,0.0037193084],"category_scores_gemma":[0.0010950451,0.0003022092,0.00038780834,0.0002808218,0.0002852124,0.0005088569,0.0002433131,0.0004500671,0.0007816811],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0050871014,0.0006694443,0.033981565,0.0003272959,0.000060130125,0.0006662749,0.00059384404,0.8068771,0.09722277,0.0009570827,0.004303434,0.049253937],"study_design_scores_gemma":[0.00024503624,0.0016268353,0.07937305,0.000033398817,0.000051480813,0.00019110451,0.00076570176,0.8614438,0.052652445,0.00040124188,0.0031642062,0.000051717263],"about_ca_topic_score_codex":0.004370079,"about_ca_topic_score_gemma":0.007283501,"teacher_disagreement_score":0.004370079,"about_ca_system_score_codex":0.00050056487,"about_ca_system_score_gemma":0.00025039865,"threshold_uncertainty_score":0.012442291},"labels":[],"label_agreement":null},{"id":"W7118713856","doi":"10.1115/1.862fiv","title":"Flow-Induced Vibration Handbook for Nuclear and Process Equipment","year":2022,"lang":"en","type":"book","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Vibration; Piping; Nuclear power; Process (computing); Random vibration; Nuclear power plant; Vibration fatigue; Parametric statistics; Nuclear reactor","score_opus":0.010277975930998768,"score_gpt":0.21285052783979205,"score_spread":0.20257255190879328,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7118713856","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0045766653,0.07449207,0.24543299,0.0039635627,0.011233318,0.0014537339,0.019251363,0.023147427,0.6164489],"genre_scores_gemma":[0.012105357,0.033723574,0.10215528,0.0024863216,0.0014625192,0.00076172984,0.017348556,0.0035077936,0.8264488],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99916553,0.00006215519,0.00005887592,0.00006617193,0.00060404267,0.00004327011],"domain_scores_gemma":[0.99887735,0.0003603215,0.000066039,0.00010598166,0.0005506923,0.000039554212],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062122673,0.0013202514,0.00074272725,0.0023424972,0.00054705853,0.0011839528,0.0014433223,0.001228143,0.083998226],"category_scores_gemma":[0.0015299639,0.0006870614,0.000426985,0.002150597,0.00035249203,0.0017355871,0.0007587297,0.0014963989,0.057822622],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005737617,0.00007477613,0.00016805722,0.0012757953,0.000005389553,0.00012022152,0.00014577176,0.0019841688,0.009990786,0.009009704,0.54472655,0.43244147],"study_design_scores_gemma":[0.0000039625943,0.000045945402,0.00035551615,0.00016253587,0.0000029888076,0.00020727463,0.000025247966,0.0006289549,0.0009638564,0.000996506,0.9965959,0.00001121323],"about_ca_topic_score_codex":0.0033919187,"about_ca_topic_score_gemma":0.006600753,"teacher_disagreement_score":0.083998226,"about_ca_system_score_codex":0.000640198,"about_ca_system_score_gemma":0.0018841388,"threshold_uncertainty_score":0.2810021},"labels":[],"label_agreement":null},{"id":"W7151966918","doi":"10.70675/09725c11z5f17z4507z8cfez16858c928036","title":"Contrôle passif non-linéaire du galop sur les lignes aériennes de transport d'énergie","year":2024,"lang":"","type":"dissertation","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Limiting; Reasonable accommodation; Air transport","score_opus":0.0059791524562205255,"score_gpt":0.20591846738179506,"score_spread":0.19993931492557454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7151966918","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7689922,0.0016460522,0.20851642,0.0006110736,0.0004782539,0.00009885642,0.00019602322,0.0006843938,0.018776793],"genre_scores_gemma":[0.96744645,0.0013302761,0.009850712,0.00008651579,0.0000342075,0.00006466436,0.000083596555,0.0000681758,0.021035304],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988556,0.000011964041,0.0000042967495,0.000028760276,0.000050379964,0.000019029498],"domain_scores_gemma":[0.9997973,0.00007371212,0.000034997513,0.000014674519,0.000062651445,0.000016664873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018709288,0.0002855261,0.00030900756,0.000107084765,0.00019267946,0.000500226,0.00032587827,0.00036820016,0.0058682417],"category_scores_gemma":[0.0002663359,0.00011802224,0.0003067375,0.000074152355,0.00025161682,0.00044499437,0.00043725732,0.00036690387,0.0005685344],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005443926,0.00010592069,0.0017944203,0.0005518624,0.000036032063,0.0001837347,0.0002464788,0.05951726,0.87035984,0.0061699944,0.0011840068,0.059306085],"study_design_scores_gemma":[0.00010521474,0.0012384937,0.007283129,0.00007979607,0.00008887999,0.00014954688,0.00031203547,0.29032868,0.66021425,0.0022837725,0.037844084,0.00007221414],"about_ca_topic_score_codex":0.00091819966,"about_ca_topic_score_gemma":0.0014047995,"teacher_disagreement_score":0.0058682417,"about_ca_system_score_codex":0.00032973813,"about_ca_system_score_gemma":0.00023960802,"threshold_uncertainty_score":0.019631267},"labels":[],"label_agreement":null},{"id":"W7161952478","doi":"10.82308/8803","title":"Modelling the dynamic response of overhead line conductors subjected to shock-induced ice shedding","year":2011,"lang":"en","type":"dissertation","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Motion study; Transient flow; Numerical modeling; Numerical models","score_opus":0.01987079260794806,"score_gpt":0.2571661811341778,"score_spread":0.23729538852622972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161952478","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9099834,0.00020656432,0.07724132,0.0002166405,0.000074038566,0.00008833194,0.00060155825,0.00036846942,0.011219719],"genre_scores_gemma":[0.99389404,0.00010254982,0.0017287147,0.0000133855765,0.0000069221487,0.000030410843,0.00013623828,0.0000201115,0.0040676477],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993515,0.000011007757,0.0000032808152,0.000016286636,0.000014298723,0.000019967025],"domain_scores_gemma":[0.99982125,0.000073109346,0.00003443601,0.000014514599,0.00003626527,0.000020497462],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015228635,0.0006259835,0.00044068566,0.00028154644,0.00040379743,0.000810319,0.0006192163,0.0012187255,0.0028109162],"category_scores_gemma":[0.00048398328,0.00031082882,0.000552555,0.00021499534,0.0005417565,0.0004370125,0.00040413404,0.00050730206,0.0002788741],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003391244,0.000014796343,0.001283514,0.000020843612,0.000008394094,0.00009348562,0.00003775579,0.99452424,0.002841651,0.00022746305,0.0000866515,0.0008273608],"study_design_scores_gemma":[0.000007886948,0.000032975397,0.0009325225,0.0000037910584,0.000005421514,0.000013945109,0.000040252075,0.9980013,0.0005963774,0.00013125096,0.00022955875,0.000004669984],"about_ca_topic_score_codex":0.031587444,"about_ca_topic_score_gemma":0.014255663,"teacher_disagreement_score":0.031587444,"about_ca_system_score_codex":0.0006155481,"about_ca_system_score_gemma":0.00070249534,"threshold_uncertainty_score":0.0628072},"labels":[],"label_agreement":null},{"id":"W7161959519","doi":"10.82308/36977","title":"Cascading effects of tranverse failure of a transmission tower","year":2018,"lang":"en","type":"dissertation","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Limiting; Context (archaeology); Order (exchange)","score_opus":0.002161463069980096,"score_gpt":0.19754185461418824,"score_spread":0.19538039154420814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161959519","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95204216,0.00032995502,0.03682621,0.00030834452,0.00012848443,0.00013472553,0.00055482914,0.0009388739,0.008736387],"genre_scores_gemma":[0.9965539,0.00009099305,0.0011897229,0.000017887187,0.0000069712623,0.000024139727,0.00009937975,0.000017941824,0.0019990515],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99940777,0.000095745505,0.000029412946,0.000149557,0.00015709233,0.00016039968],"domain_scores_gemma":[0.9976793,0.00073454983,0.00040813014,0.00020243475,0.0005890791,0.00038644654],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006803021,0.0009761713,0.0008891294,0.0010961306,0.001070641,0.0010417055,0.0010911531,0.0011719185,0.008341042],"category_scores_gemma":[0.0024847751,0.00056434463,0.0009922473,0.00056422147,0.00066002464,0.0011947107,0.0013921506,0.0009632133,0.0009374812],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00058321236,0.0001549414,0.04089605,0.00022325931,0.00024887404,0.004062451,0.0004146639,0.9110744,0.023030091,0.0027951056,0.0019808162,0.014536124],"study_design_scores_gemma":[0.00005154869,0.00062352594,0.038114127,0.000053128697,0.00022768069,0.00041702448,0.0007221845,0.9512068,0.004940886,0.0023001821,0.0012421865,0.00010071629],"about_ca_topic_score_codex":0.022288736,"about_ca_topic_score_gemma":0.018432798,"teacher_disagreement_score":0.022288736,"about_ca_system_score_codex":0.0010815009,"about_ca_system_score_gemma":0.0006335827,"threshold_uncertainty_score":0.04431802},"labels":[],"label_agreement":null},{"id":"W7161999648","doi":"10.82308/5750","title":"Dynamic post-elastic response of transmission towers","year":2009,"lang":"en","type":"dissertation","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Transmission tower; Tower; Transmission line; Electric power transmission; Finite element method; Nonlinear system; Stiffness; Overhead line; Conductor","score_opus":0.0028227338944272944,"score_gpt":0.22127872591211067,"score_spread":0.21845599201768337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161999648","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9702454,0.000036144458,0.024374325,0.000043666118,0.000013121766,0.000030359919,0.00017664331,0.00024596872,0.004834399],"genre_scores_gemma":[0.9972651,0.000025517942,0.0015158743,0.0000059602326,9.86201e-7,0.000010598991,0.00009625927,0.000011556428,0.0010681987],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997905,0.000027119213,0.000011077117,0.000040122584,0.000098256794,0.000032989148],"domain_scores_gemma":[0.99973494,0.00006320178,0.00004054476,0.000060730326,0.000080787904,0.00001979253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002491375,0.00047222697,0.00020196318,0.00038689628,0.00026993276,0.0004622758,0.00066941936,0.0005407149,0.0022001204],"category_scores_gemma":[0.0006999823,0.000277184,0.00032506033,0.00018401041,0.00045942547,0.00059650844,0.00036136553,0.00037460736,0.00062623207],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013698176,0.0001167471,0.0119924545,0.00005503111,0.000019049317,0.00042953753,0.0002109371,0.81538856,0.15407264,0.000723744,0.00032392336,0.01653042],"study_design_scores_gemma":[0.000010466343,0.00023942294,0.015110336,0.000011987301,0.000008576713,0.00015737253,0.00017073588,0.95590484,0.027173495,0.00029874654,0.0008899188,0.000024061239],"about_ca_topic_score_codex":0.0031439702,"about_ca_topic_score_gemma":0.0035976907,"teacher_disagreement_score":0.0031439702,"about_ca_system_score_codex":0.0004213025,"about_ca_system_score_gemma":0.00031256725,"threshold_uncertainty_score":0.0073601604},"labels":[],"label_agreement":null},{"id":"W7162026578","doi":"10.82308/24901","title":"Probabilistic Assessment of Overhead Conductors Aeolian Vibrations and Residual Life","year":2024,"lang":"en","type":"dissertation","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rayleigh distribution; Vibration; Wind speed; Electrical conductor; Conductor; Electric power transmission; Amplitude; Residual; Wind power; Surface roughness","score_opus":0.010476033159347161,"score_gpt":0.27227558803533897,"score_spread":0.2617995548759918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7162026578","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9802178,0.0001445553,0.017797306,0.00005057483,0.0000021301876,0.000022509234,0.0005704044,0.000063203166,0.0011315412],"genre_scores_gemma":[0.9982235,0.000044130054,0.0009774648,0.0000021744663,0.000002315045,0.000006929736,0.0003532484,0.000004697308,0.00038552802],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996805,0.000066545894,0.000015623096,0.000089074325,0.00009998271,0.00004824006],"domain_scores_gemma":[0.99749076,0.00127057,0.00048179104,0.0001772275,0.0004919565,0.00008770553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013573058,0.0002848488,0.0002165354,0.0011916902,0.00020348692,0.00065407297,0.0005463908,0.00044733295,0.00075301947],"category_scores_gemma":[0.0035654553,0.00020077852,0.0002912476,0.00056581607,0.00043038148,0.00054295914,0.00041044145,0.00021901626,0.0001376927],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013816386,0.000036991973,0.32718152,0.000046239085,0.000073953575,0.00029473874,0.00019675905,0.6455159,0.0038764854,0.0020312134,0.00040658584,0.020201372],"study_design_scores_gemma":[0.00000412111,0.000095994146,0.22938843,0.000018502484,0.000028535549,0.00018726577,0.0002213937,0.7672221,0.0009921684,0.0009930816,0.0008208878,0.000027523987],"about_ca_topic_score_codex":0.026804587,"about_ca_topic_score_gemma":0.025855137,"teacher_disagreement_score":0.026804587,"about_ca_system_score_codex":0.00095917186,"about_ca_system_score_gemma":0.00034335384,"threshold_uncertainty_score":0.053297162},"labels":[],"label_agreement":null},{"id":"W88807607","doi":"10.1007/bfb0006618","title":"A necessary condition for the elimination of crane interference","year":2005,"lang":"en","type":"book-chapter","venue":"Lecture notes in control and information sciences","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Interference (communication); Environmental science; Computer science; Telecommunications","score_opus":0.008399692448665829,"score_gpt":0.22692463563499538,"score_spread":0.21852494318632953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W88807607","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14490709,0.0016232698,0.72766215,0.0010988698,0.0009665003,0.00029699752,0.0012190805,0.0024728596,0.11975314],"genre_scores_gemma":[0.93642414,0.00055494247,0.04513665,0.00033590102,0.00045113967,0.00023345597,0.0007069048,0.00031478572,0.015842127],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99901044,0.00007852965,0.000056675588,0.0002517449,0.00030949767,0.00029301198],"domain_scores_gemma":[0.99635327,0.0017691527,0.0003231711,0.00029505457,0.00092061557,0.00033866556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041236685,0.0013284993,0.0015724907,0.0011302592,0.0011433465,0.0012542169,0.0011494346,0.0018747823,0.018580072],"category_scores_gemma":[0.0049121697,0.00071792613,0.00085269666,0.00058835914,0.0014226427,0.001642571,0.0014440261,0.0019367399,0.0040947497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003493427,0.00068938965,0.0033354694,0.0021331352,0.00021695971,0.004512997,0.0007897691,0.036788985,0.56684005,0.23180749,0.018330496,0.13106185],"study_design_scores_gemma":[0.0010600418,0.0031953368,0.0219209,0.0005025894,0.00044644094,0.011865194,0.0009253312,0.35504812,0.35265365,0.19382383,0.058101896,0.0004566951],"about_ca_topic_score_codex":0.0011289729,"about_ca_topic_score_gemma":0.0011235987,"teacher_disagreement_score":0.018580072,"about_ca_system_score_codex":0.00027963583,"about_ca_system_score_gemma":0.001122035,"threshold_uncertainty_score":0.062156558},"labels":[],"label_agreement":null},{"id":"W965780253","doi":"10.1007/978-3-319-09462-5_4","title":"Active Vibration Control for Nonlinear Axially Translating Cable Systems of Multi-Dimensions","year":2014,"lang":"en","type":"book-chapter","venue":"","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Axial symmetry; Nonlinear system; Vibration; Control theory (sociology); Engineering; Vibration control; Control engineering; Computer science; Control (management); Structural engineering; Physics; Acoustics; Artificial intelligence","score_opus":0.013290718866759664,"score_gpt":0.21717590746265109,"score_spread":0.20388518859589141,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W965780253","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015447321,0.0035576357,0.91928166,0.00017590876,0.00037947495,0.000022209239,0.00003107394,0.00029268945,0.060811903],"genre_scores_gemma":[0.74206054,0.006606518,0.07859187,0.00017138544,0.0006434089,0.00011000797,0.00015287813,0.00021459538,0.17144883],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998983,0.000011760232,0.0000033960546,0.000018727887,0.000059006255,0.000008848183],"domain_scores_gemma":[0.9999416,0.00002877448,0.000005350537,0.0000061990004,0.000015152924,0.000002917474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010092291,0.0005834806,0.0002531221,0.00016239895,0.0001608279,0.0005182731,0.0005121754,0.0003457112,0.004791857],"category_scores_gemma":[0.00021641298,0.00014955935,0.00018541304,0.00015946123,0.0004640938,0.0004430854,0.00043759108,0.00056435884,0.00082322996],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014872334,0.00009215545,0.00017635079,0.00058963604,0.00003856933,0.0001291829,0.00029721204,0.15859559,0.1206691,0.0933795,0.011643589,0.61424035],"study_design_scores_gemma":[0.000030308514,0.0003101441,0.0009082581,0.0001692096,0.000027770253,0.00021229673,0.00012546631,0.859817,0.026669232,0.051567923,0.060118876,0.00004350198],"about_ca_topic_score_codex":0.00048378334,"about_ca_topic_score_gemma":0.00082077284,"teacher_disagreement_score":0.004791857,"about_ca_system_score_codex":0.000189193,"about_ca_system_score_gemma":0.000120265766,"threshold_uncertainty_score":0.016030371},"labels":[],"label_agreement":null}]}