{"meta":{"query_hash":"b3cb9f916154","filters":{"venue":"Shock and Vibration"},"cohort_total":95,"direct_labels_cover":0,"predictions_cover":95,"exported":95,"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/b3cb9f916154","api":"https://metacan.xera.ac/api/v1/cohort?venue=Shock+and+Vibration"},"results":[{"id":"W1520242780","doi":"10.1155/2015/471270","title":"Dynamic Finite Element Analysis of Bending-Torsion Coupled Beams Subjected to Combined Axial Load and End Moment","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Finite element method; Structural engineering; Torsion (gastropod); Bending moment; Boundary value problem; Isotropy; Vibration; Beam (structure); Method of mean weighted residuals; Mathematics; Mathematical analysis; Engineering; Galerkin method; Physics","score_opus":0.00531401585410285,"score_gpt":0.21354579774280036,"score_spread":0.2082317818886975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1520242780","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79923487,0.000099804754,0.20031708,0.00003735813,0.00006610334,0.00011786818,0.000011370548,0.000029641596,0.00008591169],"genre_scores_gemma":[0.9978966,0.000058303798,0.0016485105,0.000014285414,0.000014114116,0.0000048558845,0.00033411905,0.0000074046593,0.000021776043],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993647,0.000014684516,0.00021965329,0.00013520288,0.00017641595,0.000089383095],"domain_scores_gemma":[0.99968415,0.000015517457,0.000041815616,0.000097077354,0.00007930682,0.00008211885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009822016,0.000099313664,0.0002036209,0.000254011,0.00004247964,0.000036590714,0.000029946652,0.000040702602,0.000037860653],"category_scores_gemma":[0.000009436699,0.000093628725,0.000035026773,0.0005170455,0.000008661999,0.00009101712,0.000024560826,0.000033359313,6.3469093e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000076672884,0.000020373205,0.005019335,0.000021809785,0.00040363503,4.0769845e-7,0.0012046576,0.95892584,0.032442044,0.00015890728,0.000058367208,0.0016679397],"study_design_scores_gemma":[0.00040315455,0.00013211048,0.020846032,0.0000071769905,0.00038576638,1.7490096e-7,0.00007669307,0.9754048,0.0025376244,0.00003199114,0.000074919626,0.000099566845],"about_ca_topic_score_codex":0.00005823458,"about_ca_topic_score_gemma":0.00037469258,"teacher_disagreement_score":0.19866857,"about_ca_system_score_codex":0.000084950254,"about_ca_system_score_gemma":0.000011104921,"threshold_uncertainty_score":0.38180688},"labels":[],"label_agreement":null},{"id":"W1520934870","doi":"10.1155/2015/382541","title":"Frequency Dependent Spencer Modeling of Magnetorheological Damper Using Hybrid Optimization Approach","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vibration Control and Rheological Fluids","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":"Concordia University","funders":"","keywords":"Magnetorheological fluid; Damper; Magnetorheological damper; Displacement (psychology); Consistency (knowledge bases); Control theory (sociology); Engineering; Sequential quadratic programming; Automotive industry; Genetic algorithm; Structural engineering; Quadratic programming; Computer science; Mathematics; Mathematical optimization; Control (management); Artificial intelligence","score_opus":0.03844786618445745,"score_gpt":0.22745561274948006,"score_spread":0.18900774656502262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1520934870","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20734808,0.00044629056,0.78956395,0.000016446967,0.00011095483,0.00010722757,0.000003937468,0.00006825101,0.0023348655],"genre_scores_gemma":[0.94101906,0.000055735865,0.058736604,0.000026021151,0.000091301634,0.0000061320206,0.000040212915,0.000008572623,0.000016350112],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933505,0.0000338983,0.0002354801,0.00014201467,0.00013701188,0.000116549876],"domain_scores_gemma":[0.9997423,0.0000106812695,0.00002264428,0.00008259465,0.000067339584,0.0000744192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013689078,0.000102255806,0.00014245845,0.000048746006,0.00004496825,0.000028689357,0.000051975174,0.00008073489,0.000059292994],"category_scores_gemma":[0.000031921983,0.00008151788,0.000024037232,0.00007281893,0.000026417803,0.00031811578,0.000021971899,0.00007245616,0.0000012931082],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008796495,0.000015311596,0.00052968034,0.000013625402,0.00000717357,5.819513e-7,0.00007738424,0.9890822,0.007912144,0.002115524,0.000012017264,0.00022552403],"study_design_scores_gemma":[0.00030356,0.000049633003,0.000048874954,0.000005600938,0.000013827611,0.000009082012,0.00007155181,0.9974478,0.0009072816,0.0010367841,0.0000015483952,0.00010447396],"about_ca_topic_score_codex":0.0000160007,"about_ca_topic_score_gemma":0.0000015332959,"teacher_disagreement_score":0.733671,"about_ca_system_score_codex":0.000025383823,"about_ca_system_score_gemma":0.000019681822,"threshold_uncertainty_score":0.33242026},"labels":[],"label_agreement":null},{"id":"W1568884757","doi":"10.1155/2015/420168","title":"Principal Components of Superhigh-Dimensional Statistical Features and Support Vector Machine for Improving Identification Accuracies of Different Gear Crack Levels under Different Working Conditions","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Gear and Bearing Dynamics 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 Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Shanghai Aerospace Science and Technology Innovation Foundation; City University of Hong Kong","keywords":"Identification (biology); Fault (geology); Principal component analysis; Support vector machine; Breakage; Engineering; Statistical analysis; Computer science; Pattern recognition (psychology); Artificial intelligence; Mathematics; Statistics","score_opus":0.03215285366638122,"score_gpt":0.2655343407544723,"score_spread":0.2333814870880911,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1568884757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9459021,0.000056886478,0.053561773,0.000036326703,0.00009428436,0.00013308416,0.00018631025,0.000018330786,0.000010877195],"genre_scores_gemma":[0.9986952,0.000006152718,0.000627302,0.000004216172,0.000022226379,0.000009249608,0.00058961177,0.000010530405,0.00003549321],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99940383,0.000016551014,0.00023049914,0.00011869799,0.00013820823,0.00009222737],"domain_scores_gemma":[0.99967456,0.00007950765,0.000054333144,0.00007647703,0.00005857103,0.000056552868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007518661,0.000095898686,0.00017260347,0.00007284439,0.00005700436,0.000034840057,0.00003204571,0.000046872407,0.000010479739],"category_scores_gemma":[0.000025396255,0.000080586695,0.000028568493,0.00003671925,0.000037474227,0.00007901746,0.000029371042,0.00005611643,2.4871582e-7],"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":[0.00010407421,0.00020591302,0.031550907,0.00058802153,0.00026923048,7.3178956e-7,0.0011842649,0.016572045,0.92334527,0.024167176,0.00010199344,0.0019103866],"study_design_scores_gemma":[0.00037583456,0.000061696854,0.67173237,0.000018676146,0.00008583443,0.000002132662,0.0000624524,0.3175328,0.008695923,0.0013397732,0.0000027988838,0.000089699424],"about_ca_topic_score_codex":0.000021221387,"about_ca_topic_score_gemma":0.000072174604,"teacher_disagreement_score":0.9146493,"about_ca_system_score_codex":0.00002201244,"about_ca_system_score_gemma":0.000008558095,"threshold_uncertainty_score":0.328623},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86205465,0.0005693199,0.135868,0.0002631928,0.00013928114,0.00017584994,0.0000015620382,0.00009809468,0.00083004136],"genre_scores_gemma":[0.9995284,0.00013820127,0.00016118152,0.00002856364,0.00007823603,0.0000062966046,0.000011660582,0.000011558624,0.000035920275],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994241,0.00005469343,0.00021093633,0.0000801906,0.00012269775,0.000107405496],"domain_scores_gemma":[0.99959546,0.00017406273,0.000048399063,0.00010210311,0.000036381993,0.0000436105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028118363,0.000094975316,0.00012923218,0.000047361027,0.00017507485,0.000069057554,0.000053737458,0.00005293609,0.0000046872606],"category_scores_gemma":[0.00006707686,0.000056834,0.00003572192,0.00018442108,0.000014740484,0.0001518855,0.000010724476,0.00009907032,0.0000037249006],"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":[0.00013547689,0.000024471541,0.0043170094,0.00019182134,0.00021925662,0.0000026161488,0.0033375628,0.037160143,0.7321936,0.0012020646,0.00090025907,0.22031572],"study_design_scores_gemma":[0.00018248943,0.000051419214,0.0011306913,0.000024953019,0.000040060706,0.0000034646173,0.000052878437,0.97384095,0.024149701,0.00011958949,0.00032497308,0.000078802506],"about_ca_topic_score_codex":0.0000065986637,"about_ca_topic_score_gemma":0.0000036907386,"teacher_disagreement_score":0.93668085,"about_ca_system_score_codex":0.000018598725,"about_ca_system_score_gemma":0.000020558367,"threshold_uncertainty_score":0.23176233},"labels":[],"label_agreement":null},{"id":"W1896435717","doi":"10.1155/2015/894307","title":"Model Updating of Spindle Systems Based on the Identification of Joint Dynamics","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Health Monitoring Techniques","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":"National Science and Technology Major Project; University of British Columbia; National Natural Science Foundation of China","keywords":"Machine tool; Stiffness; Joint (building); Degrees of freedom (physics and chemistry); Control theory (sociology); Process (computing); Finite element method; Coupling (piping); Identification (biology); Engineering; Frequency response; System identification; Dynamics (music); Limit (mathematics); Structural engineering; Computer science; Mechanical engineering; Mathematics; Mathematical analysis; Physics; Acoustics; Artificial intelligence; Data modeling","score_opus":0.046525511843887514,"score_gpt":0.27358762047066315,"score_spread":0.22706210862677564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1896435717","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8715741,0.00003215226,0.12764667,0.000052037507,0.00016379914,0.00017247061,0.00000839158,0.00006948841,0.00028087656],"genre_scores_gemma":[0.99792886,0.0000034852844,0.002004388,0.000004121688,0.000026129936,0.000011156794,0.000011255237,0.000006732995,0.0000038902654],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99957085,0.000015755715,0.00022319544,0.000047336292,0.000097971555,0.000044908702],"domain_scores_gemma":[0.9997255,0.000018547868,0.00007300158,0.000115474104,0.000050562114,0.000016867067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002123699,0.00004242424,0.00006543285,0.00003751894,0.000021704987,0.000009663514,0.00003441599,0.000033905613,2.902186e-7],"category_scores_gemma":[0.000033476557,0.00003246369,0.000009159138,0.00005432012,0.0000099858435,0.000061364444,0.0000058462538,0.000041542324,2.1748734e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012713913,0.000007640638,0.00074837875,0.00039484614,0.0000051895304,4.9445887e-8,0.00044140473,0.93529624,0.03055089,0.028872754,0.00019171488,0.0034782065],"study_design_scores_gemma":[0.000040647537,0.000025833737,0.0015477735,0.000046137127,0.0000027044825,1.8117422e-7,0.00011863183,0.9567216,0.040456433,0.001010791,0.000001127604,0.000028155047],"about_ca_topic_score_codex":0.000025332147,"about_ca_topic_score_gemma":0.0000024999038,"teacher_disagreement_score":0.12635474,"about_ca_system_score_codex":0.000047290796,"about_ca_system_score_gemma":0.000013944756,"threshold_uncertainty_score":0.13238308},"labels":[],"label_agreement":null},{"id":"W1972736371","doi":"10.1155/2014/316481","title":"Sound Radiation and Vibration of Composite Panels Excited by Turbulent Flow: Analytical Prediction and Analysis","year":2014,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Acoustic Wave Phenomena Research","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":"Carleton University","funders":"","keywords":"Composite number; Vibration; Sandwich-structured composite; Noise (video); Isotropy; Acoustics; Flow (mathematics); Structural engineering; Structural acoustics; Aeroacoustics; Turbulence; Engineering; Sound pressure; Materials science; Composite material; Computer science; Mechanics; Physics; Optics","score_opus":0.008868208599781354,"score_gpt":0.22590414830566155,"score_spread":0.2170359397058802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972736371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54999554,0.00017117593,0.44949475,0.00007039622,0.000017929227,0.00010354946,0.000023337194,0.00003430013,0.00008900178],"genre_scores_gemma":[0.99869007,0.00018373708,0.0006658755,0.000017878303,0.000059490416,0.000007304267,0.00034512856,0.0000107714,0.000019719346],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992453,0.00005366615,0.00023016371,0.00017462586,0.00017740199,0.0001188792],"domain_scores_gemma":[0.99965113,0.000085941865,0.000037230326,0.0000979433,0.000043227246,0.00008451381],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019515249,0.000103398685,0.00017623635,0.0001973166,0.000077759985,0.0000734347,0.000025229194,0.000079127814,0.000013910076],"category_scores_gemma":[0.000028314054,0.000101924394,0.000020663556,0.00026904393,0.000048419624,0.00027332333,0.000017341734,0.00007781517,6.886474e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023372486,0.00016103803,0.10286126,0.0007794082,0.0015411716,0.0000013965081,0.003926663,0.43240625,0.39797863,0.0022789799,0.0013875144,0.056443945],"study_design_scores_gemma":[0.00030271622,0.00007818741,0.09116319,0.000006244639,0.00016541833,0.0000016458735,0.000037596707,0.9060913,0.0016075966,0.00043083885,0.000035550398,0.00007974063],"about_ca_topic_score_codex":0.000011514182,"about_ca_topic_score_gemma":0.000003710427,"teacher_disagreement_score":0.47368503,"about_ca_system_score_codex":0.000030195044,"about_ca_system_score_gemma":0.0000047141302,"threshold_uncertainty_score":0.41563562},"labels":[],"label_agreement":null},{"id":"W2008111957","doi":"10.1155/2014/949671","title":"Damage Detection of Composite Plates by Lamb Wave Ultrasonic Tomography with a Sparse Hexagonal Network Using Damage Progression Trends","year":2014,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Ultrasonics and Acoustic Wave Propagation","field":"Engineering","cited_by":28,"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":"Metric (unit); Lamb waves; Structural health monitoring; Probabilistic logic; Computer science; Ultrasonic sensor; Reduction (mathematics); Algorithm; SIGNAL (programming language); Wireless sensor network; Composite number; Materials science; Artificial intelligence; Acoustics; Engineering; Mathematics; Composite material; Physics; Telecommunications","score_opus":0.006487323247460047,"score_gpt":0.1973027973092295,"score_spread":0.19081547406176946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008111957","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84394926,0.00013762625,0.15548651,0.0000095463965,0.00006258514,0.00009276028,0.000010312079,0.00006994624,0.00018145397],"genre_scores_gemma":[0.9952727,0.000027608918,0.004440403,0.000008725143,0.00009939226,0.0000063687985,0.00011502006,0.000022242944,0.0000075503167],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993352,0.000032123055,0.0001803688,0.0001511355,0.00013464763,0.0001665148],"domain_scores_gemma":[0.9997041,0.000040842104,0.00007498743,0.00009502795,0.000034928726,0.00005011783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012177149,0.00013943732,0.00014158175,0.000084694366,0.00012477669,0.000053623153,0.000031605723,0.000077375356,0.000008097371],"category_scores_gemma":[0.0000047002436,0.00011907281,0.000027552886,0.00025987206,0.000037223657,0.00022581773,0.0000092450455,0.00010721536,3.0660624e-7],"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":[0.000057883637,0.000029490926,0.0027346758,0.00008359367,0.000033844462,5.5559207e-7,0.00013497175,0.062758386,0.9155892,0.0000888264,0.000037873804,0.018450662],"study_design_scores_gemma":[0.000385913,0.00021786532,0.011513423,0.0001513327,0.000043866272,0.000008844555,0.000026321259,0.86213404,0.12516844,0.00011851211,0.000069970636,0.00016149577],"about_ca_topic_score_codex":0.000008906918,"about_ca_topic_score_gemma":0.000019126777,"teacher_disagreement_score":0.79937565,"about_ca_system_score_codex":0.000016392101,"about_ca_system_score_gemma":0.000006009538,"threshold_uncertainty_score":0.4855648},"labels":[],"label_agreement":null},{"id":"W2020620808","doi":"10.1155/2014/787518","title":"On the Free Vibration Modeling of Spindle Systems: A Calibrated Dynamic Stiffness Matrix","year":2014,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Gear and Bearing Dynamics 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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Vibration; Stiffness; Engineering; Boundary value problem; Stiffness matrix; Direct stiffness method; Structural engineering; Spring (device); Control theory (sociology); Finite element method; Boundary (topology); Matrix (chemical analysis); Flexibility (engineering); Mechanical engineering; Computer science; Acoustics; Physics; Mathematical analysis; Mathematics; Materials science","score_opus":0.006972578317176123,"score_gpt":0.20370580226966192,"score_spread":0.1967332239524858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020620808","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6804645,0.000057705394,0.31885114,0.00006878749,0.000085297404,0.000090279704,0.0000065181853,0.00005793314,0.0003178449],"genre_scores_gemma":[0.99971265,0.000016849795,0.00013973357,0.000011819333,0.000026757993,0.000008213074,0.00003242276,0.000015184115,0.0000363691],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994646,0.000035263583,0.00018700506,0.00010533435,0.0001171714,0.00009066302],"domain_scores_gemma":[0.99966115,0.000041370356,0.000033665172,0.0002060606,0.000033545562,0.00002420891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014232603,0.000090757334,0.00012280095,0.00007475805,0.00007709866,0.00007087394,0.00008006061,0.00006098166,0.000007850598],"category_scores_gemma":[0.000028667784,0.00006755214,0.000030811905,0.00014604403,0.000010857693,0.00011046936,0.000018035667,0.00007403641,0.0000037430682],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006159488,0.0000076534125,0.000039320465,0.00006424835,0.000023917582,8.441869e-8,0.00009604915,0.97513825,0.010222649,0.014030345,0.000026684093,0.00034464587],"study_design_scores_gemma":[0.00012515917,0.000025471933,0.00048943213,0.000036078305,0.000024859055,5.996616e-7,0.000076639764,0.99739134,0.00023615158,0.0015102158,0.0000064193537,0.0000776531],"about_ca_topic_score_codex":0.00008216153,"about_ca_topic_score_gemma":0.000058187932,"teacher_disagreement_score":0.31924817,"about_ca_system_score_codex":0.000016353952,"about_ca_system_score_gemma":0.0000067640085,"threshold_uncertainty_score":0.27546963},"labels":[],"label_agreement":null},{"id":"W2026596941","doi":"10.1155/2003/961910","title":"High Strain Rate Characterization of Shock Absorbing Materials for Landmine Protection Concepts","year":2002,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Automotive and Human Injury Biomechanics","field":"Medicine","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":"Bombardier Recreational Products (Canada); University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Split-Hopkinson pressure bar; Characterization (materials science); Strain rate; Material properties; Composite material; Shock (circulatory); Stress wave; Structural engineering; Strain (injury); Stress (linguistics); Engineering; Nanotechnology","score_opus":0.032115812423911316,"score_gpt":0.2722024892617967,"score_spread":0.24008667683788537,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026596941","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96736526,0.000013566267,0.031163659,0.000343008,0.00015215963,0.0007508928,0.00013589152,0.000033118486,0.000042428997],"genre_scores_gemma":[0.9983192,0.00003983194,0.00027247684,0.000102693935,0.00024122557,0.000045423443,0.0004208621,0.000011976131,0.00054631435],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994508,0.00002623302,0.00021798543,0.00013571954,0.00008156445,0.00008766763],"domain_scores_gemma":[0.9996542,0.00001003234,0.00012971407,0.000069799025,0.00010697293,0.000029332756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015651625,0.00008095523,0.00017103566,0.000067872206,0.00007676254,0.000020289843,0.000015748705,0.00007363901,0.0003068725],"category_scores_gemma":[0.000032435022,0.00007118256,0.000022450542,0.000057348778,0.000018946845,0.00015010261,0.000007610065,0.000031186966,0.000004052289],"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":[0.00012690967,0.000038502116,0.000026762782,0.00013945735,0.000014540442,3.591094e-7,0.000310589,4.558416e-7,0.992498,0.0017153324,0.000035042558,0.005094062],"study_design_scores_gemma":[0.0013998311,0.0010340797,0.010400641,0.0000976102,0.000057409103,0.0000057333,0.000056075303,0.00398526,0.98171306,0.0005968714,0.0005480074,0.00010542658],"about_ca_topic_score_codex":0.000005604872,"about_ca_topic_score_gemma":0.0000026026885,"teacher_disagreement_score":0.03095392,"about_ca_system_score_codex":0.000019790627,"about_ca_system_score_gemma":0.0000101853675,"threshold_uncertainty_score":0.3360039},"labels":[],"label_agreement":null},{"id":"W2027073480","doi":"10.1155/2014/670683","title":"Predictive Control for Earthquake Response Mitigation of Buildings Using Semiactive Fluid Dampers","year":2014,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vibration Control and Rheological Fluids","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 Victoria","funders":"Fundação para a Ciência e a Tecnologia","keywords":"Damper; Control theory (sociology); Controller (irrigation); Engineering; Parametric statistics; Acceleration; Displacement (psychology); Structural engineering; Base (topology); Frame (networking); Observer (physics); Vibration control; Computer science; Control (management); Vibration; Mathematics","score_opus":0.006659500291437614,"score_gpt":0.21418646800445096,"score_spread":0.20752696771301335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027073480","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47570235,0.000043670418,0.5237564,0.0000691371,0.00009247466,0.00019114628,0.000020336738,0.00004497248,0.00007956817],"genre_scores_gemma":[0.99740833,0.00000967167,0.0023083033,0.000071962524,0.00013156034,0.000026581127,0.000018181556,0.00001124136,0.000014142798],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994128,0.00007174637,0.00019575679,0.00012832854,0.00007999757,0.000111367925],"domain_scores_gemma":[0.9994818,0.00028748033,0.000037157846,0.00006810806,0.00007979861,0.000045681434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027971977,0.00009523441,0.00015610593,0.000060899758,0.000088520326,0.000020527963,0.000030821433,0.00009916485,0.000009878385],"category_scores_gemma":[0.00019474504,0.0000844648,0.00004299256,0.00006869562,0.00004057393,0.00024797895,0.000005580657,0.00004912372,6.050303e-7],"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":[0.0008007987,0.000010447062,0.00051403727,0.000037758902,0.000041747593,7.434828e-8,0.00034805003,0.084206894,0.90760106,0.0038445422,0.000088905435,0.0025056729],"study_design_scores_gemma":[0.0011706098,0.0003190367,0.009233224,0.00002279064,0.00003281312,0.0000012420692,0.00007043288,0.9348412,0.05291792,0.00092818966,0.00036199333,0.00010055022],"about_ca_topic_score_codex":0.0000022277775,"about_ca_topic_score_gemma":0.0000015341923,"teacher_disagreement_score":0.85468316,"about_ca_system_score_codex":0.000020936495,"about_ca_system_score_gemma":0.000013907187,"threshold_uncertainty_score":0.34443745},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.880943,0.00051749544,0.115428165,0.000031006715,0.00014728768,0.00014242642,0.000011638986,0.0001666233,0.002612324],"genre_scores_gemma":[0.9991983,0.00012181735,0.000365847,0.000013293851,0.00007298899,0.00001118649,0.000041858744,0.000013413128,0.00016126005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994324,0.000018558321,0.00024840308,0.000100998586,0.000103130216,0.00009650566],"domain_scores_gemma":[0.9997973,0.000010983001,0.000030027428,0.000099695855,0.00001726099,0.000044748478],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006149599,0.00009285549,0.00013950438,0.000061967265,0.000050912087,0.000045330395,0.000037111517,0.000058749876,0.00015900825],"category_scores_gemma":[0.0000036576573,0.000091225535,0.000033580352,0.00010743251,0.000013332743,0.00031098258,0.0000065672466,0.000057546953,0.000010598828],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014991024,0.000049126167,0.012021078,0.00022785644,0.00009219341,0.0000022701925,0.0011558055,0.94388515,0.015606074,0.0052896775,0.00030066838,0.021355085],"study_design_scores_gemma":[0.00017411418,0.000031323227,0.004647545,0.000029082106,0.000025720503,0.0000026109035,0.00014615689,0.99261475,0.0019388733,0.00011653305,0.00015086458,0.0001224227],"about_ca_topic_score_codex":0.000030301919,"about_ca_topic_score_gemma":0.000014124329,"teacher_disagreement_score":0.1182553,"about_ca_system_score_codex":0.000016082085,"about_ca_system_score_gemma":0.0000076157935,"threshold_uncertainty_score":0.37200692},"labels":[],"label_agreement":null},{"id":"W2036664179","doi":"10.1155/2014/173786","title":"Structural Synthesis for Prescribed Target Natural Frequencies and Mode Shapes","year":2014,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Health Monitoring Techniques","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 Victoria","funders":"","keywords":"Rayleigh quotient; Normal mode; Sensitivity (control systems); Mode (computer interface); Modal; Eigenvalues and eigenvectors; Modal analysis; Natural frequency; Algorithm; Quotient; Mathematics; Rayleigh scattering; Rayleigh–Ritz method; Acoustics; Mathematical analysis; Computer science; Vibration; Physics; Engineering; Optics; Electronic engineering; Combinatorics; Materials science","score_opus":0.01321032562709947,"score_gpt":0.25610167940762746,"score_spread":0.24289135378052798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036664179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923791,0.00040750115,0.006192398,0.00010192152,0.00025390583,0.00022235999,0.000014960902,0.00034810504,0.00007972322],"genre_scores_gemma":[0.9729474,0.000037858543,0.026695753,0.00002262524,0.00021204038,0.0000511042,0.000009602737,0.0000148455565,0.000008776313],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995619,0.000013245089,0.000113676964,0.000117038726,0.000056049226,0.0001380844],"domain_scores_gemma":[0.9997576,0.00010309974,0.000017542006,0.000059001533,0.000022296615,0.00004048791],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004915938,0.00010197917,0.00010844931,0.000039018494,0.000108306514,0.00004547133,0.0000408288,0.00006157156,0.0000031104546],"category_scores_gemma":[0.00006398954,0.00008787291,0.000014749837,0.00002734174,0.000021285168,0.00023834514,0.0000124386825,0.000060757844,1.7726002e-7],"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":[0.00025978626,0.00000895385,0.01430476,0.0036687127,0.00014854856,0.0000011556149,0.005711838,0.008111703,0.33311617,0.04297642,0.00371287,0.5879791],"study_design_scores_gemma":[0.00013894447,0.000056803394,0.049218357,0.000041074214,0.000013606559,0.00000530063,0.000036808844,0.85509205,0.07957019,0.015076429,0.0005386554,0.00021180652],"about_ca_topic_score_codex":0.000027799366,"about_ca_topic_score_gemma":0.00001251519,"teacher_disagreement_score":0.84698033,"about_ca_system_score_codex":0.000021001342,"about_ca_system_score_gemma":0.000004937283,"threshold_uncertainty_score":0.35833535},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37632522,0.000028647291,0.62250966,0.000043956574,0.000052437495,0.000068048656,0.000007194765,0.0000809803,0.0008838672],"genre_scores_gemma":[0.9991996,0.0000129900145,0.0006247,0.00003958048,0.00001959971,0.000012430959,0.000036501224,0.000013012577,0.00004153528],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933463,0.000042442014,0.00023214854,0.00014056866,0.00014346352,0.000106759035],"domain_scores_gemma":[0.9995226,0.00013441386,0.000055274253,0.00021915435,0.000031890893,0.000036669237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018741118,0.0001105988,0.00021081232,0.00021320385,0.00010583933,0.000043521828,0.000066550405,0.00006158054,0.000027030272],"category_scores_gemma":[0.000040294046,0.00008268189,0.000106247266,0.0004371392,0.00001841072,0.000099455254,0.000008482498,0.000072956434,0.0000066160283],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000084480935,0.000007635849,0.008660322,0.000067136374,0.0005312634,2.2552055e-7,0.00031110516,0.9452096,0.035682455,0.008654853,0.000014918299,0.00085198786],"study_design_scores_gemma":[0.00011319424,0.00001644459,0.0087475525,0.000017042572,0.00028347902,1.4392391e-7,0.0002717453,0.9891426,0.0011941734,0.00009277507,0.000030362608,0.000090504815],"about_ca_topic_score_codex":0.000030808595,"about_ca_topic_score_gemma":0.00017517131,"teacher_disagreement_score":0.62287444,"about_ca_system_score_codex":0.000042087162,"about_ca_system_score_gemma":0.0000050320214,"threshold_uncertainty_score":0.33716697},"labels":[],"label_agreement":null},{"id":"W2057940669","doi":"10.1155/2014/429164","title":"Chaotic Vibration Analysis of the Bottom Rotating Drill String","year":2014,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Chaos control and synchronization","field":"Physics and Astronomy","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 Calgary","funders":"Fundamental Research Funds for the Central Universities","keywords":"Lyapunov exponent; Drill string; Correlation dimension; Vibration; Chaotic; Dimension (graph theory); String (physics); Phase space; Control theory (sociology); Series (stratigraphy); Mathematics; Mathematical analysis; Drill; Computer science; Physics; Engineering; Acoustics; Fractal dimension; Geology; Fractal; Pure mathematics; Mechanical engineering; Artificial intelligence; Quantum mechanics","score_opus":0.005353121598869679,"score_gpt":0.2089998569963219,"score_spread":0.2036467353974522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057940669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70502603,0.000010155201,0.29408288,0.00013823871,0.000051871306,0.00008706093,0.0000044063995,0.000008160977,0.0005912257],"genre_scores_gemma":[0.9994199,7.4162574e-7,0.0002851548,0.000032095646,0.00014473258,0.0000053215113,0.000057529985,0.0000045405545,0.00004994473],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948657,0.000054812175,0.00017497415,0.000114507675,0.000095263815,0.00007387377],"domain_scores_gemma":[0.9996505,0.000043440185,0.00012905717,0.00011630403,0.000041646003,0.000019058927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010927514,0.000064315136,0.00012292532,0.000060037262,0.00014530732,0.000040929397,0.000042526906,0.000021191341,0.00005385546],"category_scores_gemma":[0.000012466518,0.00004790449,0.000063783955,0.0003074176,0.000014913666,0.0001593056,0.000020465663,0.000046843747,8.6849985e-7],"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":[0.000013039024,0.00004956167,0.7260269,0.000023155597,0.00035415168,2.0567114e-8,0.0018085638,0.02471776,0.023459714,0.1408602,0.000023410157,0.082663536],"study_design_scores_gemma":[0.00025040316,0.000020311203,0.21901219,0.000011610614,0.00023112929,4.033348e-8,0.00015193032,0.7748877,0.003241744,0.0020739955,0.0000477716,0.000071218776],"about_ca_topic_score_codex":0.000067557776,"about_ca_topic_score_gemma":0.000036163412,"teacher_disagreement_score":0.7501699,"about_ca_system_score_codex":0.000005540262,"about_ca_system_score_gemma":0.000013884476,"threshold_uncertainty_score":0.19534884},"labels":[],"label_agreement":null},{"id":"W2065671392","doi":"10.1155/2004/486249","title":"A Single and Double Mode Approach to Chaotic Vibrations of a Cylindrical Shell with Large Deflection","year":2003,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Chaos control and synchronization","field":"Physics and Astronomy","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":"Petroleum Technology Research Centre; University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Chaotic; Vibration; Nonlinear system; Deflection (physics); Shell (structure); Mode (computer interface); Mechanics; Normal mode; Equations of motion; Physics; Classical mechanics; Materials science; Acoustics; Computer science","score_opus":0.012089690246225561,"score_gpt":0.22816292183397244,"score_spread":0.21607323158774688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2065671392","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35225472,0.000024759202,0.63816035,0.000048280563,0.000017138445,0.00021818046,0.0000054150723,0.0000102676295,0.009260929],"genre_scores_gemma":[0.9964448,0.0000010811724,0.00328757,0.00002431673,0.000052947802,0.000026217136,0.000044404373,0.000007863372,0.00011075882],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995191,0.000023787452,0.00012106736,0.0001593872,0.00007291003,0.00010373711],"domain_scores_gemma":[0.9997761,0.000011387296,0.000042918284,0.000071269285,0.00004536191,0.000052938456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000049649967,0.00007934152,0.00010739461,0.00005143707,0.000119400385,0.00004400631,0.000016239765,0.00002736992,0.000017842052],"category_scores_gemma":[0.000002592506,0.00006689398,0.0000148809,0.0001541093,0.000013362271,0.00018063594,0.000008717837,0.00004043825,0.0000010894266],"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":[0.00034347395,0.0015129728,0.074478075,0.00009649592,0.00011996629,2.698565e-7,0.005947161,0.011239302,0.07969775,0.8184877,0.00011907161,0.007957755],"study_design_scores_gemma":[0.015748275,0.0022836586,0.02677805,0.00012757821,0.00036358662,0.000024120554,0.0044300104,0.7966772,0.126726,0.022399833,0.0030826167,0.00135907],"about_ca_topic_score_codex":0.000042600877,"about_ca_topic_score_gemma":0.000037007732,"teacher_disagreement_score":0.79608786,"about_ca_system_score_codex":0.00000926893,"about_ca_system_score_gemma":0.000028663926,"threshold_uncertainty_score":0.27278572},"labels":[],"label_agreement":null},{"id":"W2076791249","doi":"10.1155/2015/942141","title":"Flutter Instability Speeds of Guided Splined Disks: An Experimental and Analytical Investigation","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Tribology and Lubrication Engineering","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 British Columbia","funders":"","keywords":"Flutter; Instability; Mechanics; Displacement (psychology); Physics; RADIUS; Vibration; Classical mechanics; Rigid body; Acoustics; Computer science","score_opus":0.03990486926176177,"score_gpt":0.27263207591932137,"score_spread":0.2327272066575596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076791249","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98441154,0.00014039206,0.01494213,0.000073488925,0.00006122072,0.000067135064,0.0000024018384,0.000063712054,0.00023797674],"genre_scores_gemma":[0.9986158,0.0000041444587,0.0012703094,0.00001994498,0.00004227323,0.0000042547426,0.000030594696,0.000006058726,0.0000066211296],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963415,0.00001678785,0.00014520416,0.00008843826,0.000055596134,0.0000598085],"domain_scores_gemma":[0.999786,0.000011700308,0.000014230847,0.00008038982,0.000026500968,0.00008115624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010527506,0.00006185987,0.00008144702,0.000046613273,0.000018970853,0.000015636862,0.000022208988,0.000056598812,0.0000076826855],"category_scores_gemma":[0.000024932904,0.00006086157,0.000007874425,0.00007130503,0.00004401359,0.0004021585,0.000010842255,0.000044538883,8.97039e-7],"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":[0.00008470628,0.00012199707,0.18912086,0.00018174676,0.00006384528,0.0000015866258,0.0097159585,0.042141642,0.73375165,0.01934192,0.00087014964,0.0046039564],"study_design_scores_gemma":[0.0005637566,0.00010968586,0.14793685,0.000008858487,0.000015883466,0.000006385381,0.00040255586,0.7173621,0.13252592,0.0007935181,0.00012839316,0.00014606712],"about_ca_topic_score_codex":0.0000063667567,"about_ca_topic_score_gemma":0.0000034740603,"teacher_disagreement_score":0.6752205,"about_ca_system_score_codex":0.000017609947,"about_ca_system_score_gemma":0.00000797062,"threshold_uncertainty_score":0.24818628},"labels":[],"label_agreement":null},{"id":"W2078414019","doi":"10.1155/2000/896361","title":"A Highly Accurate and Efficient Analytical Approach to Bridge Deck Free Vibration Analysis","year":2000,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Health Monitoring Techniques","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 Ottawa","funders":"","keywords":"Structural engineering; Bridge (graph theory); Vibration; Deck; Bridge deck; Engineering; Computer science; Acoustics; Physics","score_opus":0.01951287991911973,"score_gpt":0.2746564839600856,"score_spread":0.25514360404096587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078414019","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9601086,0.00007850464,0.03848891,0.00013459801,0.000047865302,0.0002210125,0.00001025011,0.00029361044,0.000616687],"genre_scores_gemma":[0.99241793,0.000054622233,0.007270315,0.00006179169,0.00010993916,0.000024869438,0.000031241412,0.000012767262,0.00001650968],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992588,0.000022572096,0.00020372943,0.0002164391,0.00012828717,0.00017013973],"domain_scores_gemma":[0.99961525,0.000025833764,0.000015608995,0.00019545517,0.00002163605,0.0001261928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008949913,0.00012439385,0.00016253609,0.00017371324,0.00009765658,0.000087529246,0.000065663284,0.00008022887,0.000015252291],"category_scores_gemma":[0.000014851584,0.000116523785,0.000028232249,0.00048728674,0.00001596747,0.00014025232,0.000021808195,0.00008241555,0.0000034651011],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045695822,0.00019281493,0.042827353,0.0008806129,0.00089558953,0.000009831318,0.007919049,0.612054,0.012279814,0.01437341,0.007720002,0.3003906],"study_design_scores_gemma":[0.000101662044,0.00003608024,0.45120537,0.000006497029,0.00006191748,0.0000024367178,0.000008672505,0.54745126,0.0007120551,0.0001407599,0.00015764695,0.00011564211],"about_ca_topic_score_codex":0.00005836364,"about_ca_topic_score_gemma":0.00001535352,"teacher_disagreement_score":0.408378,"about_ca_system_score_codex":0.00004427895,"about_ca_system_score_gemma":0.0000072738317,"threshold_uncertainty_score":0.4751702},"labels":[],"label_agreement":null},{"id":"W2083241897","doi":"10.1155/2003/357637","title":"Influence of Material Properties on the Ballistic Performance of Ceramics for Personal Body Armour","year":2002,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"High-Velocity Impact and Material Behavior","field":"Materials Science","cited_by":92,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bombardier Recreational Products (Canada); University of Waterloo","funders":"","keywords":"Armour; Materials science; Ceramic; Boron carbide; Projectile; Silicon carbide; Composite material; Spall; Ballistic limit; Ballistic impact; Metallurgy","score_opus":0.030929067122560924,"score_gpt":0.23434284985299653,"score_spread":0.2034137827304356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083241897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993058,0.0000078440335,0.00003767391,0.00015312053,0.00012776005,0.00025458803,0.00007974509,0.000011884109,0.000021571472],"genre_scores_gemma":[0.99970835,0.000017652545,0.00006194779,0.00004015797,0.00006246638,0.00002289564,0.000006079088,0.0000058696014,0.00007456052],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999488,0.000025385907,0.00016288586,0.00009365267,0.00012112846,0.000108960296],"domain_scores_gemma":[0.999724,0.000026210377,0.000092948794,0.00006980007,0.00006558019,0.0000214895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013570562,0.000076949844,0.00011514624,0.000021621066,0.000110644905,0.000042723474,0.00007070077,0.000040494982,0.00014311082],"category_scores_gemma":[0.000043641852,0.000048210146,0.000017925391,0.00003153306,0.00009028676,0.0001760336,0.000018309272,0.000022447235,0.000006272283],"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":[0.00015294607,0.000028435508,0.00021431583,0.000100788,0.0000016485862,5.55553e-8,0.0010754996,0.0000894097,0.9978308,0.00038936833,0.000049713224,0.00006700364],"study_design_scores_gemma":[0.00018527392,0.00043905142,0.009439294,0.000052911004,0.000015325299,0.0000015328117,0.00007368662,0.006641125,0.9830224,0.000018434317,0.000039299288,0.00007167311],"about_ca_topic_score_codex":0.000018697723,"about_ca_topic_score_gemma":0.0000020584337,"teacher_disagreement_score":0.014808422,"about_ca_system_score_codex":0.000009867558,"about_ca_system_score_gemma":0.000015085841,"threshold_uncertainty_score":0.19659527},"labels":[],"label_agreement":null},{"id":"W2113838264","doi":"10.1155/2001/326219","title":"Comparison of Balance and Out of Balance Main Battle Tank Armaments","year":2001,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Guidance and Control Systems","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":"Royal Military College of Canada","funders":"","keywords":"Balance (ability); Battle; Acceleration; Engineering; Marine engineering; Control theory (sociology); Structural engineering; Computer science; Physics; Physical medicine and rehabilitation; Geography; Control (management); Artificial intelligence","score_opus":0.014097115783932907,"score_gpt":0.25743565778987004,"score_spread":0.24333854200593713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113838264","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9803908,0.0014420666,0.016326614,0.00002978092,0.00018472277,0.000090215755,0.0000077841505,0.000021459637,0.0015065651],"genre_scores_gemma":[0.99961835,0.00015176392,0.00011655542,0.000008097811,0.00003837069,0.0000050211697,0.0000053525796,0.0000051288184,0.000051342533],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996205,0.000009905742,0.00017109925,0.00006336948,0.00006403823,0.00007108327],"domain_scores_gemma":[0.999845,0.00001727015,0.00003971473,0.00006524402,0.000012566145,0.00002015061],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000048216792,0.000054717493,0.00014932585,0.000019535448,0.000016078611,0.000008105517,0.00002541883,0.000030959196,0.000007314107],"category_scores_gemma":[0.0000054339516,0.00005279585,0.000010805076,0.000036692978,0.000013136114,0.00009291272,0.0000061899,0.00002876579,0.0000015612397],"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":[0.00003662148,0.00003642194,0.5945279,0.00024570015,0.00003724618,8.727286e-7,0.001140829,0.003154906,0.39049593,0.00048811128,0.0010845262,0.008750942],"study_design_scores_gemma":[0.0015534251,0.0001689254,0.23689964,0.00021098298,0.000027920782,0.0000049255045,0.0005898879,0.71256906,0.043873355,0.00028118078,0.0035757385,0.00024495393],"about_ca_topic_score_codex":0.0000087891185,"about_ca_topic_score_gemma":0.000017594852,"teacher_disagreement_score":0.7094141,"about_ca_system_score_codex":0.000006458737,"about_ca_system_score_gemma":0.0000031856107,"threshold_uncertainty_score":0.21529523},"labels":[],"label_agreement":null},{"id":"W2116642935","doi":"10.1155/2014/153532","title":"On the Flexural-Torsional Vibration and Stability of Beams Subjected to Axial Load and End Moment","year":2014,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":28,"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":"Structural engineering; Beam (structure); Torsion (gastropod); Bending stiffness; Vibration; Finite element method; Boundary value problem; Isotropy; Bending moment; Timoshenko beam theory; Conjugate beam method; Stiffness; Natural frequency; Buckling; Shear and moment diagram; Materials science; Physics; Mathematics; Engineering; Mathematical analysis; Acoustics","score_opus":0.004896877866055296,"score_gpt":0.18984742762592074,"score_spread":0.18495054975986544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2116642935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9388918,0.00004263642,0.0603612,0.00025971112,0.000048088943,0.00012706,0.000004914648,0.000018214723,0.00024633855],"genre_scores_gemma":[0.9992511,0.000020583033,0.00058358425,0.000057580328,0.000046773177,0.000004374522,0.00002727763,0.0000048325765,0.0000038750454],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995502,0.00003075714,0.0001301817,0.00011382933,0.000117250696,0.000057769135],"domain_scores_gemma":[0.9997613,0.00006132518,0.000022674725,0.00008257368,0.00003701828,0.000035112822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000097119155,0.00007489919,0.0000902889,0.000037091755,0.0000789966,0.000039835584,0.000020104664,0.000034183075,0.000042229334],"category_scores_gemma":[0.000020687914,0.00005378214,0.0000128167285,0.000086149616,0.000018917986,0.00009560634,0.000016083373,0.00003901724,3.6232677e-7],"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":[0.00028252217,0.00005798513,0.009426317,0.00016543889,0.000108587235,1.8581885e-7,0.005042987,0.07767018,0.82633346,0.03062503,0.0005406412,0.049746685],"study_design_scores_gemma":[0.00046481358,0.0003262002,0.13237473,0.000029282379,0.000050579074,0.00000155078,0.00011533117,0.7241308,0.13981545,0.0020780026,0.000398475,0.00021478716],"about_ca_topic_score_codex":0.000017387503,"about_ca_topic_score_gemma":0.00006566191,"teacher_disagreement_score":0.686518,"about_ca_system_score_codex":0.000019403957,"about_ca_system_score_gemma":0.0000055589785,"threshold_uncertainty_score":0.21931721},"labels":[],"label_agreement":null},{"id":"W2126734586","doi":"10.1155/2015/959380","title":"Nonlinear Parameters for Monitoring Gear: Comparison Between Lempel-Ziv, Approximate Entropy, and Sample Entropy Complexity","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Gear and Bearing Dynamics 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":"École de Technologie Supérieure","funders":"Centre Technique des Industries Mécaniques; Natural Sciences and Engineering Research Council of Canada; Mitacs; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Sample entropy; Approximate entropy; Kurtosis; Entropy (arrow of time); Nonlinear system; Vibration; Computer science; Pattern recognition (psychology); Time domain; Fault detection and isolation; Signal processing; Artificial intelligence; Mathematics; Statistics; Acoustics; Actuator","score_opus":0.05570386055088173,"score_gpt":0.28023722167980836,"score_spread":0.22453336112892663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2126734586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8032187,0.00010140264,0.19624159,0.000044335782,0.000102111466,0.00014464546,0.000049312042,0.00007834581,0.000019561443],"genre_scores_gemma":[0.92903537,0.000028664148,0.070619226,0.0000043055447,0.00012894753,0.000009665332,0.00014932538,0.0000166116,0.000007907062],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99935347,0.000015507567,0.00018853293,0.00015872801,0.000106160536,0.00017758882],"domain_scores_gemma":[0.99964267,0.00007417988,0.00003387238,0.0001015518,0.000036890007,0.00011083548],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001309767,0.0001197377,0.00021290567,0.000061641615,0.00009490295,0.00012089371,0.000046853147,0.00005924945,0.0000020608863],"category_scores_gemma":[0.000034014967,0.00011838932,0.000037327085,0.00007083539,0.000029720713,0.00012696556,0.000029596322,0.00008166921,0.0000017178993],"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":[0.00009174545,0.000092216156,0.911212,0.00041173646,0.00043350633,0.0000010228125,0.002596626,0.054663885,0.012463861,0.0022821939,0.0004502554,0.015300917],"study_design_scores_gemma":[0.00048328176,0.000083884996,0.011114853,0.000012004083,0.00008091114,6.115007e-7,0.00026523447,0.98190165,0.0035245302,0.0020065915,0.00036307782,0.00016334416],"about_ca_topic_score_codex":0.00011640134,"about_ca_topic_score_gemma":0.000021305459,"teacher_disagreement_score":0.9272378,"about_ca_system_score_codex":0.000027350827,"about_ca_system_score_gemma":0.0000073522756,"threshold_uncertainty_score":0.48277766},"labels":[],"label_agreement":null},{"id":"W2132651581","doi":"10.1155/2015/971731","title":"Nonlinear Dynamics Analysis of the Semiactive Suspension System with Magneto-Rheological Damper","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vibration Control and Rheological Fluids","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":"Concordia University","funders":"Government of Jiangsu Province; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China; National Science Foundation","keywords":"Damper; Lyapunov exponent; Quasiperiodic function; Nonlinear system; Bifurcation; Chaotic; Period-doubling bifurcation; Suspension (topology); Physics; Control theory (sociology); Mathematics; Classical mechanics; Mathematical analysis; Computer science","score_opus":0.008798396618211373,"score_gpt":0.19764084253351952,"score_spread":0.18884244591530813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2132651581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86315155,0.000102319274,0.13368465,0.00014162992,0.00010453606,0.00014411645,0.000013723049,0.0000862791,0.0025712275],"genre_scores_gemma":[0.999196,0.0000090044705,0.0006024747,0.000030005533,0.000034322704,0.000005064689,0.000043602897,0.0000052215523,0.00007433549],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948126,0.00004584679,0.00015015836,0.00010797433,0.00013133285,0.00008342468],"domain_scores_gemma":[0.99969214,0.00003669401,0.00002885207,0.00011741119,0.00007551452,0.000049373757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009655359,0.0000860994,0.00018044193,0.000053152762,0.000049380633,0.000017434797,0.000052610067,0.00008645808,0.000014594064],"category_scores_gemma":[0.00001986009,0.00004491551,0.000042464286,0.00034693372,0.000047104768,0.000106120795,0.000023702149,0.000077450095,0.000001584463],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043674212,0.000111830384,0.09181235,0.00012483797,0.0010988662,0.0000083063,0.0011874953,0.78516006,0.025374303,0.09075564,0.00038952802,0.003540012],"study_design_scores_gemma":[0.00025690344,0.00010987796,0.02018217,0.000009373646,0.00016804104,0.000003044763,0.00032515696,0.9776993,0.0011095522,0.00003682338,0.00002923829,0.00007056152],"about_ca_topic_score_codex":0.000015295915,"about_ca_topic_score_gemma":0.00016487928,"teacher_disagreement_score":0.19253917,"about_ca_system_score_codex":0.00004012782,"about_ca_system_score_gemma":0.000014287445,"threshold_uncertainty_score":0.18316013},"labels":[],"label_agreement":null},{"id":"W2198954693","doi":"10.1155/2016/4390185","title":"Effects of Machine Tool Spindle Decay on the Stability Lobe Diagram: An Analytical-Experimental Study","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Advanced machining processes and optimization","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":"Machine tool; Natural frequency; Vibration; Machining; Stiffness; Stability (learning theory); Finite element method; Modal analysis; Engineering; Structural engineering; Boundary (topology); Modal; Diagram; Control theory (sociology); Mechanical engineering; Computer science; Acoustics; Physics; Mathematical analysis; Materials science; Mathematics","score_opus":0.020997155910658725,"score_gpt":0.27656552287185177,"score_spread":0.25556836696119306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2198954693","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93899566,0.00015966823,0.06013243,0.00001802855,0.00006614064,0.00030044073,0.000002105806,0.00005297349,0.00027258304],"genre_scores_gemma":[0.9995632,0.000008024658,0.00033866623,0.000019105504,0.000026763895,0.000018305336,0.000011822742,0.000009807143,0.000004285488],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995659,0.000032963173,0.00011720404,0.00010780781,0.00010513005,0.000071009505],"domain_scores_gemma":[0.99975175,0.00004923128,0.000021450302,0.00011142368,0.000025408079,0.000040762894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012042528,0.000081207574,0.0000901798,0.000020483001,0.000048291644,0.000024071387,0.000041317795,0.000025247642,0.000007684219],"category_scores_gemma":[0.000042569238,0.000056478526,0.000011801515,0.00008409565,0.000016580543,0.00018025373,0.000014728879,0.000057663026,9.2834466e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007093843,0.0049101477,0.045872495,0.0005167395,0.00018311742,0.0000069842135,0.022518175,0.84447503,0.02804708,0.01921814,0.00018358658,0.03335913],"study_design_scores_gemma":[0.00080610276,0.0016300239,0.008498065,0.000013885475,0.000028022354,5.5682995e-7,0.0008614383,0.85548776,0.13220502,0.00029078434,0.000026859765,0.00015147426],"about_ca_topic_score_codex":0.0000103896755,"about_ca_topic_score_gemma":0.000012754572,"teacher_disagreement_score":0.10415795,"about_ca_system_score_codex":0.000020813517,"about_ca_system_score_gemma":0.000007978321,"threshold_uncertainty_score":0.23031275},"labels":[],"label_agreement":null},{"id":"W2236743630","doi":"10.1155/2016/3707658","title":"On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly Technique","year":2016,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Analysis and Optimization","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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Finite element method; Delamination (geology); Beam (structure); Vibration; Timoshenko beam theory; Bending stiffness; Structural engineering; Galerkin method; Bending; Stiffness; Normal mode; Materials science; Engineering; Physics; Acoustics","score_opus":0.007920105546561257,"score_gpt":0.2034324504320723,"score_spread":0.19551234488551106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2236743630","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16216181,0.000033821903,0.8368332,0.00047348632,0.000026437856,0.00016336056,0.000015317179,0.000054900494,0.00023765919],"genre_scores_gemma":[0.99778247,0.00008515153,0.0019138734,0.000049809783,0.00002530247,0.000017942035,0.00005766545,0.0000077889945,0.000059986836],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999434,0.000029204595,0.00021879887,0.00011324219,0.00012452513,0.00008026003],"domain_scores_gemma":[0.9995753,0.000106610736,0.00006341701,0.00018415897,0.00004356095,0.00002693185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009548097,0.000093841474,0.00013603411,0.00017618276,0.000055543467,0.000027544984,0.00006967878,0.000057646965,0.00014122609],"category_scores_gemma":[0.000058911835,0.000051971863,0.000060058333,0.0005202909,0.000010788326,0.00015902425,0.000014414108,0.00003358335,0.0000013682511],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045726058,0.000019812467,0.0009073249,0.000020345078,0.0008804646,4.352291e-7,0.00036723484,0.59362733,0.36526316,0.01631381,0.0016515745,0.020902745],"study_design_scores_gemma":[0.00025573472,0.0000826822,0.010170504,0.000029335552,0.00031750996,2.3792089e-7,0.0000374464,0.81659836,0.16977318,0.0025253003,0.00007761928,0.00013212475],"about_ca_topic_score_codex":0.000025397525,"about_ca_topic_score_gemma":0.00009783544,"teacher_disagreement_score":0.8356207,"about_ca_system_score_codex":0.000025883724,"about_ca_system_score_gemma":0.000008593468,"threshold_uncertainty_score":0.21193512},"labels":[],"label_agreement":null},{"id":"W2258622996","doi":"10.1155/2016/6723267","title":"Application of Reassigned Wavelet Scalogram in Wind Turbine Planetary Gearbox Fault Diagnosis under Nonstationary Conditions","year":2015,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Machine Fault Diagnosis Techniques","field":"Engineering","cited_by":15,"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":"Program for New Century Excellent Talents in University; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Wavelet; Fault (geology); Turbine; Time–frequency analysis; Vibration; Instantaneous phase; Continuous wavelet transform; Frequency domain; Condition monitoring; Engineering; SIGNAL (programming language); Acoustics; Wavelet transform; Computer science; Geology; Discrete wavelet transform; Artificial intelligence; Seismology; Aerospace engineering; Physics; Radar","score_opus":0.011460269316712035,"score_gpt":0.26316021909068815,"score_spread":0.25169994977397614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2258622996","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.967885,0.00026255948,0.02942968,0.00037003573,0.0000562697,0.00055610656,0.00010761955,0.00024867489,0.0010840562],"genre_scores_gemma":[0.99557257,0.00010956703,0.0029673253,0.000073312614,0.000038350987,0.00015785743,0.0010619842,0.000015248194,0.0000037961165],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99935406,0.000032866134,0.0002454207,0.0001381198,0.00012568652,0.00010382415],"domain_scores_gemma":[0.9996373,0.000090614136,0.000041439354,0.00012768872,0.00004176652,0.00006118153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000111398826,0.00010780475,0.00013707708,0.00016183677,0.000025788702,0.00001517379,0.0000525966,0.00009535996,0.000013864468],"category_scores_gemma":[0.000027590779,0.000112379676,0.000016978864,0.00019640585,0.000033998687,0.00019168516,0.0000141225355,0.000089216664,0.0000040740647],"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":[0.00012051458,0.00091367215,0.6419013,0.00047941337,0.00014198414,0.000013349239,0.0021439856,0.22552909,0.03369507,0.014397217,0.022893101,0.057771277],"study_design_scores_gemma":[0.0009272834,0.00017253644,0.5816006,0.000076442506,0.000031446023,0.000008906327,0.00017943322,0.3911047,0.015163326,0.009663617,0.0007448181,0.00032686075],"about_ca_topic_score_codex":0.00018599599,"about_ca_topic_score_gemma":0.0002403746,"teacher_disagreement_score":0.16557562,"about_ca_system_score_codex":0.000040709423,"about_ca_system_score_gemma":0.000017865672,"threshold_uncertainty_score":0.458271},"labels":[],"label_agreement":null},{"id":"W2414080389","doi":"10.1155/2016/9168747","title":"Stick-Slip Analysis of a Drill String Subjected to Deterministic Excitation and Stochastic Excitation","year":2016,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Drilling and Well Engineering","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":"Memorial University of Newfoundland","funders":"","keywords":"Excitation; Drill string; White noise; Random vibration; Slip (aerodynamics); Gaussian; Additive white Gaussian noise; Drill; Mathematics; Mechanics; Vibration; Physics; Statistical physics; Engineering; Acoustics; Statistics; Quantum mechanics; Mechanical engineering","score_opus":0.005986382627857759,"score_gpt":0.2001316759611005,"score_spread":0.19414529333324276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2414080389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5245636,0.00003690082,0.4752009,0.000009409797,0.00005030868,0.0000551633,0.0000068250715,0.00005293107,0.000023939221],"genre_scores_gemma":[0.99898225,0.000028588047,0.00089679094,0.0000052576424,0.000032730484,0.0000102836175,0.00001516943,0.000013615114,0.000015299845],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947256,0.000010989333,0.00019026612,0.00013066144,0.000086384855,0.00010916799],"domain_scores_gemma":[0.99964476,0.00014662884,0.000027232478,0.0000798336,0.000039027873,0.00006249999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007453798,0.0000954482,0.00015135908,0.0003275904,0.000034378598,0.000024748268,0.000024118941,0.00004251073,0.0000053863455],"category_scores_gemma":[0.00009261903,0.00008254218,0.00002217709,0.00034173913,0.000012251458,0.00014839339,0.00000877175,0.000026441667,0.0000015739154],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033724627,0.000012104424,0.0015509165,0.0001488451,0.00028126096,0.0000010906075,0.00217004,0.5945364,0.3634903,0.0016338215,0.000014403943,0.03612707],"study_design_scores_gemma":[0.00029607225,0.00008112452,0.10040308,0.000104736886,0.00021467132,0.0000011957586,0.0000960151,0.89495665,0.003244875,0.00040221575,0.000012967147,0.0001864022],"about_ca_topic_score_codex":0.000007286928,"about_ca_topic_score_gemma":0.00003593444,"teacher_disagreement_score":0.47441864,"about_ca_system_score_codex":0.000021586353,"about_ca_system_score_gemma":0.000005471223,"threshold_uncertainty_score":0.33659723},"labels":[],"label_agreement":null},{"id":"W2522981703","doi":"10.1155/2016/4608328","title":"Vibration Analysis and Experimental Research of the Linear-Motor-Driven Water Piston Pump Used in the Naval Ship","year":2016,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Hydraulic and Pneumatic Systems","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":"Beijing Municipal Natural Science Foundation; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Piston (optics); Piston pump; Vibration; Axial piston pump; Modal analysis; Engineering; Linear motor; Harmonic; Acoustics; Damper; Control theory (sociology); Mechanical engineering; Structural engineering; Variable displacement pump; Physics; Hydraulic pump; Computer science; Control (management)","score_opus":0.037497577370179024,"score_gpt":0.2961555080195591,"score_spread":0.2586579306493801,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2522981703","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945231,0.000055341552,0.0044313394,0.00032420692,0.000055314675,0.00021471288,0.000003137407,0.000011913458,0.00038090348],"genre_scores_gemma":[0.99979836,0.000011916821,0.000030171885,0.00001254112,0.000059111768,0.000023867962,0.000005159388,0.0000061845108,0.000052683452],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99924886,0.00018003037,0.00017491211,0.000094036506,0.00019436031,0.000107787055],"domain_scores_gemma":[0.9997161,0.000085015956,0.000016839238,0.00014693901,0.000016390088,0.000018722445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042995205,0.00006195032,0.0001021281,0.000088596804,0.00007891759,0.000029467188,0.00007338305,0.000052728974,0.000022203028],"category_scores_gemma":[0.0000143212455,0.000027103806,0.000028060203,0.00017684279,0.000048544145,0.00013738358,0.000021373608,0.00005946071,0.0000031695115],"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":[0.000018582923,0.000019928157,0.026880814,0.000045047444,0.000053166437,4.704441e-7,0.01329536,0.0012081274,0.9575841,0.0002623683,0.000052860894,0.00057917356],"study_design_scores_gemma":[0.0007635244,0.00013598386,0.10808068,0.00009834772,0.000046253623,0.00000447208,0.002315587,0.19364803,0.6942314,0.00021886283,0.00028731974,0.00016956402],"about_ca_topic_score_codex":0.00007593994,"about_ca_topic_score_gemma":0.00016562094,"teacher_disagreement_score":0.26335272,"about_ca_system_score_codex":0.000022966076,"about_ca_system_score_gemma":0.000006384378,"threshold_uncertainty_score":0.110526115},"labels":[],"label_agreement":null},{"id":"W2552281875","doi":"10.1155/2016/6292953","title":"Random Vibration and Dynamic Analysis of a Planetary Gear Train in a Wind Turbine","year":2016,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Gear and Bearing Dynamics 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":"Memorial University of Newfoundland","funders":"","keywords":"Vibration; Turbine; Wind power; Random vibration; Train; Noise (video); Turbulence; White noise; Equations of motion; Gear train; Engineering; Computer science; Structural engineering; Control theory (sociology); Acoustics; Mechanics; Physics; Aerospace engineering; Classical mechanics","score_opus":0.003964357912638396,"score_gpt":0.1877761572079836,"score_spread":0.18381179929534522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2552281875","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97100496,0.00016515862,0.02855457,0.000087754066,0.000016284634,0.00006229032,0.000020203774,0.000019546924,0.00006919996],"genre_scores_gemma":[0.999387,0.00020116725,0.0002929424,0.000008415331,0.000008098773,0.0000017808833,0.000072942385,0.000006022554,0.000021628479],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99955165,0.000019044104,0.00017351589,0.00011130796,0.00006603678,0.00007846228],"domain_scores_gemma":[0.9998251,0.00004093435,0.000023794804,0.00007418036,0.0000096922,0.00002625631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010801654,0.00007276998,0.00018811943,0.00031274202,0.000018349254,0.000015878313,0.000022556545,0.000050709514,0.000024283012],"category_scores_gemma":[0.00000938942,0.00005494993,0.000035329627,0.00029378402,0.000017119874,0.00012512166,0.0000077243285,0.000033763376,6.904594e-7],"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":[0.00025779757,0.00007671049,0.15450303,0.00019624228,0.0017323532,0.000008126321,0.0024925529,0.18121804,0.6063137,0.00043459106,0.000022669092,0.05274416],"study_design_scores_gemma":[0.0005818081,0.000021045917,0.25172457,0.000014644188,0.00017829964,6.981245e-7,0.000028798537,0.74688655,0.0003313347,0.00015756731,0.0000066355196,0.00006805262],"about_ca_topic_score_codex":0.00005129436,"about_ca_topic_score_gemma":0.0008915097,"teacher_disagreement_score":0.60598236,"about_ca_system_score_codex":0.000012690789,"about_ca_system_score_gemma":0.0000043791038,"threshold_uncertainty_score":0.22407933},"labels":[],"label_agreement":null},{"id":"W2559974928","doi":"10.1155/2016/2831206","title":"Theory and Implementation of a Two-Step Unconditionally Stable Explicit Integration Algorithm for Vibration Analysis of Structures","year":2016,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Health Monitoring Techniques","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 British Columbia","funders":"Natural Science Foundation of Hunan Province; Central South University; Postdoctoral Science Foundation of Central South University; National Natural Science Foundation of China","keywords":"Overshoot (microwave communication); Vibration; Algorithm; Displacement (psychology); Process (computing); Computer science; Stability (learning theory); Control theory (sociology); Artificial intelligence","score_opus":0.011421740134087735,"score_gpt":0.3105806751565304,"score_spread":0.2991589350224426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2559974928","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47501895,0.000047597154,0.5245136,0.000015727579,0.00004497362,0.00019639234,0.00011881022,0.0000365091,0.000007405095],"genre_scores_gemma":[0.9608296,0.00006876466,0.038823184,0.0000090832245,0.000049708724,0.000053385225,0.00015291903,0.000009088128,0.0000042633287],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993977,0.00003250882,0.00027836274,0.00011496709,0.000094778065,0.00008170377],"domain_scores_gemma":[0.9995504,0.00015459895,0.000098430144,0.000079500474,0.000091958114,0.000025116538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017766564,0.0000857944,0.00015542464,0.00021310955,0.000045291505,0.000012792603,0.000028428205,0.000047600013,0.000026564676],"category_scores_gemma":[0.000014885689,0.00006519706,0.000029907065,0.0001609288,0.000019572031,0.00034064532,0.000008669779,0.000022520808,3.935214e-8],"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":[0.00004202402,0.0000046801456,0.0023378264,0.00011531535,0.00019945219,4.615396e-8,0.0006582963,0.00024477724,0.23859239,0.08390189,0.000061312036,0.673842],"study_design_scores_gemma":[0.0008155412,0.00023484793,0.18615429,0.00005485926,0.00030311898,0.0000010862659,0.0006146543,0.07203292,0.67816246,0.06142496,0.000022175405,0.00017908688],"about_ca_topic_score_codex":0.00005311168,"about_ca_topic_score_gemma":0.0001086377,"teacher_disagreement_score":0.6736629,"about_ca_system_score_codex":0.000035964098,"about_ca_system_score_gemma":0.00001481512,"threshold_uncertainty_score":0.2658659},"labels":[],"label_agreement":null},{"id":"W2765955315","doi":"10.1155/2017/5905417","title":"A Framework for Extension of Dynamic Finite Element Formulation to Flexural Vibration Analysis of Thin Plates","year":2017,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","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":"Ryerson University","keywords":"Finite element method; Extension (predicate logic); Convergence (economics); MATLAB; Curse of dimensionality; Vibration; Computer science; Software; Mixed finite element method; Structural engineering; Extended finite element method; Applied mathematics; Mathematics; Engineering; Physics; Artificial intelligence","score_opus":0.010684034628445293,"score_gpt":0.2722044937236895,"score_spread":0.2615204590952442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765955315","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37401706,0.000031943808,0.6256514,0.000055406785,0.000045523033,0.00014679777,0.000017116208,0.000013095121,0.000021653288],"genre_scores_gemma":[0.96109045,0.000033187906,0.038542613,0.000015335303,0.00002221072,0.00000881371,0.00027404266,0.000007845644,0.0000055239284],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994155,0.00000810887,0.0002818736,0.0001219831,0.00009933053,0.00007318254],"domain_scores_gemma":[0.99946856,0.000055110115,0.00014607061,0.00020889868,0.00009567,0.000025692128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000091706264,0.00008472578,0.00020754957,0.00023030007,0.0001326869,0.00005287569,0.00005629281,0.000065765045,0.000014408682],"category_scores_gemma":[0.000057668087,0.00007887424,0.00007983697,0.00017571317,0.000007789595,0.00027289515,0.00001819827,0.000030553365,1.6851948e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045070487,0.0000073978154,0.0011870291,0.000043319043,0.00019614823,3.215127e-8,0.0005656966,0.95507514,0.032148737,0.0036637045,0.000007743725,0.007059971],"study_design_scores_gemma":[0.00012243395,0.000064807624,0.07276157,0.000025413245,0.00033272445,5.4497228e-8,0.00003395334,0.9147621,0.010109458,0.0017043683,0.000009038064,0.00007410807],"about_ca_topic_score_codex":0.000014092915,"about_ca_topic_score_gemma":0.00018110554,"teacher_disagreement_score":0.5871088,"about_ca_system_score_codex":0.000019696605,"about_ca_system_score_gemma":0.000004718987,"threshold_uncertainty_score":0.3216398},"labels":[],"label_agreement":null},{"id":"W2767294106","doi":"10.1155/2017/6213791","title":"Theoretical and Experimental Verification of Dynamic Behaviour of a Guided Spline Arbor Circular Saw","year":2017,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Tunneling and Rock Mechanics","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; FPInnovations","funders":"","keywords":"Spline (mechanical); Engineering; Vibration; Structural engineering; Blade (archaeology); Enhanced Data Rates for GSM Evolution; Plane (geometry); Mechanical engineering; Simulation; Acoustics; Mathematics; Geometry; Physics","score_opus":0.008373163517236269,"score_gpt":0.2520753618661667,"score_spread":0.24370219834893042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767294106","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.984194,0.00030828928,0.01519906,0.000028379322,0.0000782375,0.000064780885,0.00000627845,0.000019306588,0.00010170236],"genre_scores_gemma":[0.9991253,0.000067802495,0.00076265685,0.0000024631513,0.00001543012,0.0000032280984,0.000011694375,0.00000773899,0.0000036787062],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997005,0.0000063948896,0.00012248142,0.00007177949,0.000052074505,0.000046776127],"domain_scores_gemma":[0.9997763,0.0000055350265,0.000039041486,0.00013930922,0.000017923885,0.000021913873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005880984,0.000050968465,0.00008216371,0.000021772257,0.0000652682,0.000012903243,0.000036654084,0.000048378253,0.000008960891],"category_scores_gemma":[0.000014256173,0.00004819748,0.000013875347,0.000011145075,0.00003353749,0.000067776746,0.00001623331,0.000030798117,2.4770938e-7],"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":[0.000013646763,0.000029112623,0.0005636589,0.00006159185,0.000011685835,4.4508818e-7,0.00049576204,0.00043311098,0.972969,0.024286214,0.000007748728,0.0011280255],"study_design_scores_gemma":[0.00033400033,0.000056040008,0.010740738,0.00003453579,0.00002097901,0.000003856211,0.00011526628,0.5787399,0.40861687,0.0012591283,0.000004184529,0.00007453186],"about_ca_topic_score_codex":0.000005709674,"about_ca_topic_score_gemma":0.0000013867515,"teacher_disagreement_score":0.57830673,"about_ca_system_score_codex":0.0000064896876,"about_ca_system_score_gemma":0.0000042992856,"threshold_uncertainty_score":0.19654362},"labels":[],"label_agreement":null},{"id":"W2767346101","doi":"10.1155/2017/1814286","title":"Vibration and Control in Structures under Single and Multiple Hazards","year":2017,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Response to Dynamic Loads","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 Ottawa","funders":"","keywords":"Vibration; Structural engineering; Control (management); Vibration control; Control theory (sociology); Engineering; Computer science; Acoustics; Physics; Artificial intelligence","score_opus":0.009223736326215084,"score_gpt":0.22464969529077053,"score_spread":0.21542595896455544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767346101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9893896,0.00025587468,0.009684895,0.00017487639,0.00010621417,0.00013272825,0.0000067120163,0.00004057908,0.00020851874],"genre_scores_gemma":[0.9993763,0.000040230654,0.0004485216,0.000050331855,0.000044797293,0.0000031968764,0.0000061730625,0.000010461788,0.000020006557],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99959946,0.000017133352,0.00010316694,0.00012233692,0.0000597645,0.00009815339],"domain_scores_gemma":[0.99976176,0.000053415737,0.000026741884,0.00011041051,0.000009191159,0.00003845473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000048816386,0.000093319664,0.00010026771,0.00005158187,0.00013235057,0.00018840151,0.00003352666,0.00007340337,0.000007041024],"category_scores_gemma":[0.00006663316,0.000084843945,0.000007506859,0.000016900025,0.00004750225,0.00041186248,0.000018692028,0.000064138934,3.5975552e-7],"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":[0.00021364134,0.000008057251,0.045375954,0.00010602066,0.000038476082,0.000005261504,0.0010359705,0.009230684,0.8656873,0.0030567264,0.00006463671,0.07517725],"study_design_scores_gemma":[0.00093736907,0.00003212319,0.5772807,0.0000110436795,0.0000068212726,0.0000081403905,0.000049354505,0.41285416,0.00546066,0.003213295,0.000039140443,0.00010719974],"about_ca_topic_score_codex":0.00004171859,"about_ca_topic_score_gemma":0.00038691537,"teacher_disagreement_score":0.86022663,"about_ca_system_score_codex":0.000022356062,"about_ca_system_score_gemma":0.0000073419155,"threshold_uncertainty_score":0.34598356},"labels":[],"label_agreement":null},{"id":"W2770088235","doi":"10.1155/2017/6565237","title":"Planetary Gearbox Fault Diagnosis via Torsional Vibration Signal Analysis in Resonance Region","year":2017,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Gear and Bearing Dynamics 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":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Sideband; Torsional vibration; Vibration; Frequency modulation; Amplitude modulation; Fault (geology); Resonance (particle physics); Modulation (music); Amplitude; Acoustics; Engineering; SIGNAL (programming language); Demodulation; Control theory (sociology); Physics; Computer science; Optics; Telecommunications; Geology; Bandwidth (computing); Microwave","score_opus":0.00916557504558952,"score_gpt":0.20986938659115129,"score_spread":0.20070381154556177,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2770088235","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95923406,0.00029457026,0.039587367,0.00023877755,0.00008062745,0.00008385519,0.000008990526,0.000050772564,0.00042098746],"genre_scores_gemma":[0.9989993,0.00021719428,0.0004576353,0.000027571486,0.000080414895,0.000013477899,0.00014583398,0.00000940059,0.00004919777],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993475,0.000019167603,0.00017794591,0.00018971383,0.00013450987,0.00013116187],"domain_scores_gemma":[0.99964684,0.000025806738,0.000048921323,0.00021441157,0.000019563853,0.000044448152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009386458,0.00010730226,0.00016270048,0.00019915082,0.00019609548,0.00013587241,0.00009285818,0.00008992612,0.000035650428],"category_scores_gemma":[0.000012025381,0.00010771986,0.00006045765,0.00016813987,0.000021680064,0.00028801686,0.000026235426,0.000102054575,0.000005787146],"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":[0.000027246171,0.000037855392,0.7961251,0.000033134314,0.00017045179,0.000015986798,0.0002439353,0.1762134,0.0017197968,0.00025048718,0.00017032254,0.024992296],"study_design_scores_gemma":[0.000094503666,0.000012527972,0.45084253,0.000009322967,0.00006113866,8.109107e-7,0.000007755818,0.5483218,0.0002700172,0.00018398417,0.00011174137,0.00008389474],"about_ca_topic_score_codex":0.00036889594,"about_ca_topic_score_gemma":0.0026054513,"teacher_disagreement_score":0.37210837,"about_ca_system_score_codex":0.000029592178,"about_ca_system_score_gemma":0.000006732542,"threshold_uncertainty_score":0.43926883},"labels":[],"label_agreement":null},{"id":"W2783100410","doi":"10.1155/2018/6568537","title":"Coupled Dynamic Analysis for the Riser‐Conductor of Deepwater Surface BOP Drilling System","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Geotechnical Engineering and Underground Structures","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":"Memorial University of Newfoundland","funders":"Chongqing Research Program of Basic Research and Frontier Technology; Memorial University of Newfoundland; Chongqing Science and Technology Commission; National Natural Science Foundation of China","keywords":"Wellhead; Drilling riser; Conductor; Vibration; Deepwater drilling; Displacement (psychology); Natural frequency; Engineering; Drilling; Structural engineering; Bending moment; Marine engineering; Mechanical engineering; Materials science; Acoustics; Physics","score_opus":0.007186286832315997,"score_gpt":0.21024054105142276,"score_spread":0.20305425421910675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2783100410","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4846207,0.00018260968,0.514856,0.0000194125,0.00013106945,0.00008316303,0.0000053336903,0.00007767519,0.000024068966],"genre_scores_gemma":[0.9984511,0.000019103103,0.0014102584,0.000004154056,0.00005673469,0.0000059362123,0.000013609568,0.000010536718,0.000028532646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996066,0.0000055157166,0.00014364727,0.00008684469,0.000058930367,0.00009846429],"domain_scores_gemma":[0.99972683,0.00006803756,0.00002112555,0.000122039324,0.000040280032,0.000021669033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007976321,0.00007749687,0.00012906721,0.00003947381,0.00008338129,0.000027139999,0.000051602423,0.000058534813,0.000006159366],"category_scores_gemma":[0.000009793725,0.000053033444,0.000051448234,0.00014801527,0.00002378669,0.00005454051,0.000007675433,0.000042519405,5.947163e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000109316225,0.000002151699,0.00018116979,0.00013391043,0.00027380552,7.466707e-8,0.00017026765,0.9217976,0.076260306,0.00090250344,0.000017858167,0.0002494661],"study_design_scores_gemma":[0.00010591893,0.000026868654,0.0030388774,0.000009347679,0.00015307475,6.111099e-7,0.00009932594,0.98923033,0.0070632976,0.000093231414,0.00011101123,0.00006809677],"about_ca_topic_score_codex":0.000020341571,"about_ca_topic_score_gemma":0.0000546724,"teacher_disagreement_score":0.5138304,"about_ca_system_score_codex":0.000017872566,"about_ca_system_score_gemma":0.0000037657016,"threshold_uncertainty_score":0.21626411},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016458375,0.00034724615,0.98234195,0.00011968047,0.00015864072,0.00018438295,0.000040618816,0.00005177848,0.0002973288],"genre_scores_gemma":[0.9951159,0.00008778439,0.0041746227,0.000029064124,0.000061373954,0.000018281527,0.0002368003,0.000008978971,0.0002672162],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99938613,0.000016699478,0.00027943472,0.00012725231,0.00009980077,0.00009067497],"domain_scores_gemma":[0.99955636,0.00013470228,0.00007031902,0.000142646,0.00006176369,0.000034209224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015875018,0.00009020878,0.0001484725,0.00050529116,0.00013278183,0.000045188408,0.000058869628,0.00005224932,0.00028252247],"category_scores_gemma":[0.000044323377,0.000070117974,0.000100199955,0.0010963951,0.000018563824,0.00018029826,0.000010191861,0.00004491288,0.0000040885866],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008927999,0.000044065753,0.006355915,0.00005374211,0.0040025082,1.7545811e-7,0.0028539374,0.9262625,0.010800812,0.005543952,0.001077481,0.042915642],"study_design_scores_gemma":[0.00018212566,0.000071231334,0.006549348,0.000004039168,0.0007564043,1.6806787e-7,0.00032130038,0.99118453,0.0002863129,0.00044173497,0.00012657838,0.00007619994],"about_ca_topic_score_codex":0.000058035115,"about_ca_topic_score_gemma":0.0011761991,"teacher_disagreement_score":0.9786575,"about_ca_system_score_codex":0.00003972766,"about_ca_system_score_gemma":0.000017576183,"threshold_uncertainty_score":0.3093423},"labels":[],"label_agreement":null},{"id":"W2801397044","doi":"10.1155/2018/5894356","title":"Hole Defects Affect the Dynamic Fracture Behavior of Nearby Running Cracks","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Optical measurement and interference techniques","field":"Computer Science","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":"Geomechanica (Canada)","funders":"National Natural Science Foundation of China","keywords":"Deflection (physics); Materials science; Fracture mechanics; Structural engineering; Stress intensity factor; Dynamic stress; Stress concentration; Dynamic loading; Composite material; Optics; Engineering; Physics","score_opus":0.01823008367941434,"score_gpt":0.28458150285590095,"score_spread":0.26635141917648664,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801397044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6921612,0.000071515,0.30481,0.00039118627,0.00010733736,0.00019626736,4.16249e-7,0.00008407997,0.0021780054],"genre_scores_gemma":[0.9965301,0.0000056573886,0.003206033,0.00018132705,0.00003808636,0.0000115896055,0.0000012444585,0.00000293998,0.000022983899],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995429,0.000026603326,0.00009191144,0.00012780633,0.000120356286,0.00009040989],"domain_scores_gemma":[0.9996655,0.000025552283,0.000046078952,0.00017872476,0.00006198969,0.000022179103],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015370779,0.00006269859,0.00006594324,0.000029928402,0.00011543777,0.000089775625,0.00018086535,0.000045646288,0.000013366464],"category_scores_gemma":[0.000021101487,0.000040000443,0.000022751514,0.00009716959,0.00006631888,0.0003323043,0.00006005545,0.000075013646,0.0000047426925],"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":[0.00004321275,0.00018815942,0.028193215,0.00005039158,0.000024229703,0.0000023020516,0.0036391849,0.000010878703,0.84382415,0.038991343,0.0015811846,0.08345177],"study_design_scores_gemma":[0.00024936104,0.0017845187,0.17767806,0.00012038738,0.00003607653,0.0000045235147,0.00008422311,0.07090673,0.743271,0.004986048,0.00062642095,0.00025265876],"about_ca_topic_score_codex":0.000008463431,"about_ca_topic_score_gemma":0.0000152544235,"teacher_disagreement_score":0.30436894,"about_ca_system_score_codex":0.000008169839,"about_ca_system_score_gemma":0.000014007139,"threshold_uncertainty_score":0.16311708},"labels":[],"label_agreement":null},{"id":"W2804043209","doi":"10.1155/2018/3105384","title":"Rock Dynamic Fracture Characteristics Based on NSCB Impact Method","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Rock Mechanics and Modeling","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":"Geomechanica (Canada)","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Split-Hopkinson pressure bar; Materials science; Dynamic loading; Fracture toughness; Fracture (geology); Fracture mechanics; Clamping; Dynamic testing; Structural engineering; Geotechnical engineering; Composite material; Geology; Engineering; Strain rate; Mechanical engineering","score_opus":0.007727398452345948,"score_gpt":0.264746535289967,"score_spread":0.25701913683762106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804043209","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11936073,0.000023617116,0.8799,0.00005622876,0.00018659393,0.00007057594,0.000010902973,0.00008824521,0.00030313467],"genre_scores_gemma":[0.9954731,0.00001980065,0.0039952365,0.00024085736,0.00016913976,0.0000039943375,0.000055187847,0.000021356393,0.000021324342],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99957603,0.000012606529,0.000105607425,0.00011347861,0.00007317928,0.00011911371],"domain_scores_gemma":[0.9997677,0.000020321231,0.000020184154,0.00011312453,0.000028471844,0.00005016326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007051567,0.00010604634,0.00009540667,0.000055072822,0.00009063546,0.00004295551,0.00003385956,0.00008170243,0.000051423693],"category_scores_gemma":[0.000011645742,0.000090796355,0.000028415983,0.00005099867,0.0000017457885,0.000085790496,0.000006950131,0.0000906584,0.000012843486],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012617373,0.000054154705,0.00015431517,0.00011836516,0.000063894935,0.0000035531532,0.000803557,0.6940101,0.2378406,0.0005043148,0.0014249344,0.06489606],"study_design_scores_gemma":[0.00012991599,0.00012018189,0.0009229312,0.000019402398,0.000009456005,0.0000011720397,0.000008266998,0.9890277,0.00877165,0.0002633828,0.0006184985,0.000107470965],"about_ca_topic_score_codex":0.0000036892368,"about_ca_topic_score_gemma":0.000005035796,"teacher_disagreement_score":0.87611234,"about_ca_system_score_codex":0.000030542808,"about_ca_system_score_gemma":0.000012179313,"threshold_uncertainty_score":0.37025678},"labels":[],"label_agreement":null},{"id":"W2807213458","doi":"10.1155/2018/1306535","title":"Analysis of the Critical Safety Thickness for Pretreatment of Mined‐Out Areas Underlying the Final Slopes of Open‐Pit Mines and the Effects of Treatment","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Rock Mechanics and Modeling","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":"Geomechanica (Canada)","funders":"National Natural Science Foundation of China","keywords":"Open-pit mining; Mining engineering; Slope stability; Stereographic projection; Infill; Coal mining; Geology; Underground mining (soft rock); Slope failure; Geotechnical engineering; Slope stability analysis; Engineering; Civil engineering; Coal","score_opus":0.03249118675476912,"score_gpt":0.2967672090490365,"score_spread":0.26427602229426733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807213458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89935446,0.0007332926,0.09894536,0.00017860293,0.000086591455,0.0005812288,0.00002485217,0.0000035812702,0.0000920243],"genre_scores_gemma":[0.9992893,0.00018119346,0.00044688923,0.0000074812438,0.000012827291,0.00003125033,0.000005137485,0.0000052272203,0.00002072726],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995442,0.000038158585,0.00020729873,0.00008021482,0.0000689208,0.00006120363],"domain_scores_gemma":[0.9992181,0.0004813236,0.000060573602,0.00015092072,0.000077292534,0.000011809162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014346198,0.000075883545,0.00022738776,0.00003150469,0.00009687003,0.000012961792,0.00008017954,0.000031933163,0.0000019627578],"category_scores_gemma":[0.00007644001,0.00003527088,0.000072805575,0.000100228885,0.00006642336,0.000053616935,0.000039717233,0.00001532929,1.0813002e-8],"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":[0.0031887593,0.00060812203,0.006158651,0.0044591045,0.0096456725,6.055764e-7,0.0809116,0.08115754,0.5507864,0.16654304,0.0001313552,0.09640915],"study_design_scores_gemma":[0.0016687335,0.00062581274,0.0031666528,0.0001867651,0.0020619219,8.937165e-7,0.0008573956,0.8241877,0.16497904,0.0021352938,0.000044795415,0.00008497102],"about_ca_topic_score_codex":0.00008752309,"about_ca_topic_score_gemma":0.00031422728,"teacher_disagreement_score":0.7430302,"about_ca_system_score_codex":0.00001211676,"about_ca_system_score_gemma":0.000016447719,"threshold_uncertainty_score":0.14383048},"labels":[],"label_agreement":null},{"id":"W2810004560","doi":"10.1155/2018/4627865","title":"Reference Value Selection in a Perturbation Theory Applied to Nonuniform Beams","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","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":"University of Waterloo","funders":"Air Force Office of Scientific Research; Natural Sciences and Engineering Research Council of Canada","keywords":"Piecewise; Stiffness; Vibration; Bending stiffness; Mathematical analysis; Natural frequency; Normal mode; Timoshenko beam theory; Beam (structure); Expression (computer science); Mathematics; Perturbation (astronomy); Perturbation theory (quantum mechanics); Physics; Computer science; Acoustics; Optics","score_opus":0.004300782217166799,"score_gpt":0.20092900237523123,"score_spread":0.19662822015806444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2810004560","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44256634,0.000026148164,0.5357056,0.000047836176,0.00007234607,0.00019109127,0.0000013465577,0.00010073871,0.021288497],"genre_scores_gemma":[0.9966718,0.000014635019,0.002991798,0.00008082273,0.000112290894,0.000010357655,0.000031114017,0.000007829462,0.00007935902],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99962455,0.000011373809,0.00011416596,0.00011060655,0.000060112372,0.00007920834],"domain_scores_gemma":[0.999871,0.000011455887,0.000013515218,0.00004857755,0.000028910175,0.000026541054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007978469,0.000068812995,0.000069683825,0.00012355763,0.000063822714,0.000039753,0.000026271578,0.000049801365,0.000038941627],"category_scores_gemma":[0.0000061115466,0.00006474218,0.000008806846,0.00027249721,0.000007186692,0.00013058425,0.000008261243,0.00004838718,0.000007969515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017806675,0.00003267584,0.0012568573,0.000055657856,0.000045341032,2.883539e-7,0.0065193474,0.5023559,0.18158472,0.17195445,0.00031478773,0.13570192],"study_design_scores_gemma":[0.0002642677,0.0001325236,0.03215359,0.000018707276,0.000022514316,0.0000018940533,0.00013483391,0.93257564,0.022655787,0.010941219,0.0008784325,0.000220568],"about_ca_topic_score_codex":0.000008948653,"about_ca_topic_score_gemma":0.00013634459,"teacher_disagreement_score":0.55410546,"about_ca_system_score_codex":0.000045756366,"about_ca_system_score_gemma":0.000005472664,"threshold_uncertainty_score":0.26401094},"labels":[],"label_agreement":null},{"id":"W2810807492","doi":"10.1155/2018/8465651","title":"An Experimental Investigation on the Relationship between MS Frequency Response and Coal and Gas Outburst","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Coal Properties and Utilization","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 Toronto","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Acoustic emission; Coal; Microseism; SIGNAL (programming language); Filter (signal processing); Energy (signal processing); Wavelet; Amplitude; Stage (stratigraphy); Acoustics; Residual; Fracture (geology); Coal mining; Frequency domain; Environmental science; Materials science; Geology; Engineering; Computer science; Mathematics; Physics; Statistics; Seismology; Optics; Composite material; Electrical engineering","score_opus":0.05772926870446297,"score_gpt":0.25996463898281996,"score_spread":0.202235370278357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2810807492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99761033,0.00017452406,0.0011968757,0.00049934245,0.00005274553,0.00013552843,0.000003960109,0.000058404206,0.00026830588],"genre_scores_gemma":[0.9996187,0.000013041996,0.00009371936,0.00007214254,0.00014201722,0.000008204369,0.00002298251,0.000010098988,0.000019064522],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99959713,0.000066769964,0.0000981325,0.00010716195,0.00006351465,0.00006726267],"domain_scores_gemma":[0.99973977,0.000101109705,0.0000158151,0.00008296311,0.000013105954,0.000047216596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015745779,0.000072584284,0.000048991915,0.00004468333,0.00024321626,0.000083389714,0.000021939959,0.00005129566,0.000011018507],"category_scores_gemma":[0.000048558202,0.000054978143,0.000005195462,0.00005524336,0.00008382789,0.00027645536,0.000009768287,0.000057191763,0.0000026733464],"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":[0.00030064565,0.000023159722,0.7295673,0.00004887581,0.00001947172,6.638564e-7,0.013368773,0.00023199728,0.22489505,0.026269985,0.00059180113,0.004682273],"study_design_scores_gemma":[0.00029242854,0.00062596024,0.90036476,0.000041653548,0.000013227767,0.0000028424415,0.0007286484,0.042398114,0.050385755,0.0047772615,0.00020065367,0.0001687078],"about_ca_topic_score_codex":0.000016239965,"about_ca_topic_score_gemma":0.000022136519,"teacher_disagreement_score":0.17450929,"about_ca_system_score_codex":0.000015547741,"about_ca_system_score_gemma":0.0000065329145,"threshold_uncertainty_score":0.22419436},"labels":[],"label_agreement":null},{"id":"W2854877246","doi":"10.1155/2018/9824631","title":"Theoretical Study of Synchronous Behavior in a Dual‐Pendulum‐Rotor System","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Nonlinear Dynamics and Pattern Formation","field":"Computer Science","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 Regina","funders":"Southwest Petroleum University; National Natural Science Foundation of China","keywords":"Control theory (sociology); Synchronization (alternating current); Rotor (electric); Pendulum; Rotation (mathematics); Dual (grammatical number); Stiffness; Computer science; Coupling (piping); Synchronous motor; Control engineering; Engineering; Topology (electrical circuits); Control (management); Structural engineering; Mechanical engineering; Artificial intelligence","score_opus":0.008279912677224445,"score_gpt":0.24765941572533395,"score_spread":0.2393795030481095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2854877246","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9251068,0.0000046972837,0.074085444,0.000021907106,0.00011925822,0.00032227157,0.0000019215374,0.000021211654,0.00031649007],"genre_scores_gemma":[0.99847865,7.503609e-7,0.0014275106,0.000012687503,0.00004978558,0.000021208867,0.0000037310035,0.000002774548,0.0000029297826],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994556,0.00005061878,0.00018499326,0.00012515011,0.000108533146,0.00007514391],"domain_scores_gemma":[0.99971783,0.000013633253,0.00005280207,0.00015341694,0.000038855957,0.000023440165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015999828,0.00005214964,0.000081409555,0.00006897066,0.00004889755,0.000049363032,0.000073877185,0.000030788262,0.000007550044],"category_scores_gemma":[0.0000040801233,0.00004480033,0.000009808842,0.00011092338,0.000028932585,0.0002554286,0.00006180991,0.00003793323,0.000005511261],"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":[0.000066078166,0.001220247,0.08882493,0.00014245868,0.00001798191,0.00002738867,0.015811732,0.000037905935,0.004793496,0.8456004,0.000014090139,0.043443248],"study_design_scores_gemma":[0.00067292876,0.0014237352,0.11647199,0.000037612714,0.000009490472,0.00002321239,0.0007201526,0.8789759,0.001005297,0.00054031616,0.000006169747,0.00011316497],"about_ca_topic_score_codex":0.000045591954,"about_ca_topic_score_gemma":0.00013214973,"teacher_disagreement_score":0.878938,"about_ca_system_score_codex":0.000017975874,"about_ca_system_score_gemma":0.000015951671,"threshold_uncertainty_score":0.18269044},"labels":[],"label_agreement":null},{"id":"W2882384040","doi":"10.1155/2018/1071830","title":"A Dynamic Coefficient Matrix Method for the Free Vibration of Thin Rectangular Isotropic Plates","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Vibration; Isotropy; Boundary value problem; Structural engineering; MATLAB; Matrix (chemical analysis); Finite element method; Benchmark (surveying); Mathematical analysis; Beam (structure); Vibration of plates; Exact solutions in general relativity; Differential equation; Mathematics; Computer science; Materials science; Acoustics; Engineering; Physics","score_opus":0.004091654581660673,"score_gpt":0.2449837199016873,"score_spread":0.24089206532002663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2882384040","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04959168,0.000465571,0.9493248,0.00015198979,0.00014072373,0.00020194554,0.000011553424,0.00004122138,0.00007051876],"genre_scores_gemma":[0.9375601,0.00006701306,0.062181037,0.000026002275,0.000077517936,0.000010280915,0.000041598734,0.000010951683,0.000025488704],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995801,0.00001861941,0.00016207107,0.000095242984,0.00007312719,0.00007086991],"domain_scores_gemma":[0.99966604,0.00007338135,0.00004256138,0.00014179065,0.00006222921,0.000013983278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009984495,0.000073376475,0.000098032804,0.000056297573,0.00011953452,0.00003735525,0.000063412175,0.000046900852,0.00002364907],"category_scores_gemma":[0.000021000455,0.00005301715,0.00003824918,0.00014382557,0.000018303945,0.000094354815,0.000014772925,0.000033117118,5.443033e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004644889,0.000010113403,0.00007034105,0.00006683157,0.00009917911,8.09735e-8,0.0016375504,0.88203126,0.101200745,0.00450213,0.0005548599,0.009780447],"study_design_scores_gemma":[0.0001835088,0.00007482283,0.0007299569,0.000007859537,0.00006498464,9.840724e-7,0.00007107749,0.9822278,0.015508449,0.00074186735,0.00032940134,0.000059267513],"about_ca_topic_score_codex":0.000012231028,"about_ca_topic_score_gemma":0.00014242713,"teacher_disagreement_score":0.8879684,"about_ca_system_score_codex":0.000016700029,"about_ca_system_score_gemma":0.000006099526,"threshold_uncertainty_score":0.21619765},"labels":[],"label_agreement":null},{"id":"W2888272957","doi":"10.1155/2018/9628141","title":"Vibration‐Based, Nondestructive Methodology for Detecting Multiple Cracks in Bending‐Torsion Coupled Laminated Composite Beams","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Health Monitoring Techniques","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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Structural engineering; Torsion (gastropod); Nondestructive testing; Vibration; Finite element method; Natural frequency; Composite number; Cantilever; Bending; Trigonometry; Materials science; Engineering; Composite material; Acoustics; Mathematics; Mathematical analysis; Physics","score_opus":0.03872996764986695,"score_gpt":0.32357671390180115,"score_spread":0.2848467462519342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2888272957","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7172636,0.000026036338,0.28156728,0.000026349386,0.00043194828,0.00038812598,0.0000058794617,0.00026207956,0.000028732215],"genre_scores_gemma":[0.81476235,0.000005101212,0.18486199,0.000025215657,0.00022214136,0.000062269944,0.000035000347,0.000022535729,0.0000033702415],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99917823,0.00006516197,0.0002600757,0.00020462066,0.000074385665,0.00021749905],"domain_scores_gemma":[0.9993511,0.00035017135,0.000060055867,0.00010949491,0.00008250508,0.00004666456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025283187,0.00014032054,0.00017432458,0.00018897204,0.0001912981,0.000031500676,0.00006051607,0.00016023485,0.000007863766],"category_scores_gemma":[0.00013407266,0.00014546256,0.000022920374,0.00019387946,0.00004087772,0.00024963456,0.000019818212,0.00012986062,0.0000012647082],"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":[0.000485175,0.000023283998,0.020847587,0.00042319883,0.000028370943,0.0000019415595,0.0021790762,0.004871199,0.8972908,0.00054609054,0.0000896439,0.073213615],"study_design_scores_gemma":[0.0004849713,0.00020157805,0.05210993,0.00004969477,0.000007294329,0.0000030955975,0.0000752478,0.584676,0.36112043,0.0011000206,0.000035902238,0.00013577625],"about_ca_topic_score_codex":0.00008261853,"about_ca_topic_score_gemma":0.00014851404,"teacher_disagreement_score":0.57980484,"about_ca_system_score_codex":0.000120786885,"about_ca_system_score_gemma":0.0000147434175,"threshold_uncertainty_score":0.5931791},"labels":[],"label_agreement":null},{"id":"W2890604017","doi":"10.1155/2018/8191526","title":"Nonlinear Dynamic Characteristic Analysis of a Landing String in Deepwater Riserless Drilling","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Fluid Dynamics and Vibration 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":"University of Guelph","funders":"Southwest Petroleum University; National Natural Science Foundation of China","keywords":"String (physics); Discretization; Nonlinear system; Deepwater drilling; Displacement (psychology); Engineering; Drilling riser; Drilling; Structural engineering; Boundary value problem; Finite element method; Moment (physics); Mechanical engineering; Physics; Mathematics; Classical mechanics; Mathematical analysis","score_opus":0.005587470205024259,"score_gpt":0.2262530066997512,"score_spread":0.22066553649472695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2890604017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8183537,0.0000335979,0.18138775,0.000011714743,0.000048866023,0.000040003564,0.000011571949,0.000028510309,0.00008425992],"genre_scores_gemma":[0.9984987,0.000087358545,0.0012177693,0.00001072697,0.00003422434,0.000003087495,0.0001243332,0.00001016506,0.000013665076],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994184,0.000014201634,0.00026110845,0.00012228964,0.0000749199,0.000109124165],"domain_scores_gemma":[0.9997856,0.000019315577,0.000036130426,0.00009699204,0.00003252545,0.000029428084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010390587,0.00008447024,0.0002006694,0.0004802463,0.000042662752,0.000039647948,0.000039660034,0.00005052694,0.00004040025],"category_scores_gemma":[0.000008860849,0.000082562925,0.000045956906,0.0006296349,0.000018249344,0.00015489668,0.000013715298,0.000052190782,0.0000024606688],"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":[0.00010380876,0.00011514812,0.26228637,0.0002924912,0.0016790277,0.000007219487,0.0056203334,0.3159731,0.39954585,0.0019626345,0.000011785402,0.012402231],"study_design_scores_gemma":[0.00011871092,0.00001601641,0.042562775,0.000016880158,0.00013937114,2.3228297e-7,0.00006764593,0.95500773,0.001939494,0.000031199525,0.000013202858,0.000086729066],"about_ca_topic_score_codex":0.000027654603,"about_ca_topic_score_gemma":0.00096214615,"teacher_disagreement_score":0.6390346,"about_ca_system_score_codex":0.000027621301,"about_ca_system_score_gemma":0.000005075616,"threshold_uncertainty_score":0.33668184},"labels":[],"label_agreement":null},{"id":"W2893537007","doi":"10.1155/2018/1348970","title":"A Finite Element Formulation for Bending‐Torsion Coupled Vibration Analysis of Delaminated Beams under Combined Axial Load and End Moment","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Health Monitoring Techniques","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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; Ryerson University","keywords":"Finite element method; Structural engineering; Vibration; Discretization; Galerkin method; Timoshenko beam theory; Stiffness; Torsion (gastropod); Normal mode; Beam (structure); Direct stiffness method; Stiffness matrix; Engineering; Mathematical analysis; Mathematics; Physics; Acoustics","score_opus":0.0157154121674408,"score_gpt":0.27993898012814133,"score_spread":0.2642235679607005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2893537007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7065316,0.00003098895,0.29280344,0.000032743505,0.00013114729,0.0003540466,0.000012955128,0.00008856167,0.000014510878],"genre_scores_gemma":[0.9936748,0.00004832941,0.0058677522,0.0000140765105,0.000089249974,0.000040847422,0.00024511607,0.000012143121,0.000007677689],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992759,0.000013298405,0.00029094648,0.00014486161,0.00014573685,0.00012923872],"domain_scores_gemma":[0.9996128,0.000057848152,0.0000811815,0.000092727816,0.00011341733,0.000041987543],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015168835,0.0001104915,0.00016901991,0.00020218726,0.000122437,0.000027215305,0.000028589217,0.00008731202,0.000016302018],"category_scores_gemma":[0.000014364794,0.00010735679,0.00002956399,0.00025291237,0.00001790815,0.00022148517,0.000016404974,0.00003734899,2.2333685e-7],"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":[0.002649863,0.00023836143,0.033291526,0.0021023795,0.0024427334,9.548897e-7,0.012304858,0.10516028,0.65316856,0.05457298,0.0007070739,0.13336042],"study_design_scores_gemma":[0.0004742092,0.00041993035,0.07283881,0.000023007004,0.00015238918,1.9065483e-7,0.00004542694,0.8705115,0.05436312,0.0010231916,0.000045966593,0.00010228316],"about_ca_topic_score_codex":0.000047279183,"about_ca_topic_score_gemma":0.00007042057,"teacher_disagreement_score":0.7653512,"about_ca_system_score_codex":0.00012691613,"about_ca_system_score_gemma":0.000013249241,"threshold_uncertainty_score":0.43778828},"labels":[],"label_agreement":null},{"id":"W2897241750","doi":"10.1155/2018/8940798","title":"Mechanism of Strain Burst by Laboratory and Numerical Analysis","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Rock Mechanics and Modeling","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":"Geomechanica (Canada)","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Mechanism (biology); Strain (injury); Computer science; Physics; Biology; Anatomy","score_opus":0.006735115511230546,"score_gpt":0.21134664186715638,"score_spread":0.20461152635592583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2897241750","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35933617,0.00016027673,0.6402609,0.000016436787,0.000036540656,0.000026841662,0.000029196477,0.000023663286,0.00011000714],"genre_scores_gemma":[0.99876004,0.00005679648,0.00109301,0.00002136277,0.00003521103,0.0000016857272,0.000018029303,0.000006052203,0.0000078115445],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972224,0.000006589642,0.00008783317,0.00007597314,0.00004863398,0.000058705],"domain_scores_gemma":[0.99987185,0.000005469078,0.000013797188,0.000051916773,0.000025200616,0.000031754087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000053012038,0.000048649028,0.00008503706,0.000046739067,0.00003827216,0.000013097774,0.000016762277,0.000039147973,0.0000136279195],"category_scores_gemma":[0.0000034345421,0.000047795365,0.000012025997,0.00012912104,0.0000059659574,0.00007070041,0.000008788234,0.000026913536,4.913134e-7],"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":[0.0000065688946,0.000011926467,0.00007875354,0.00003384494,0.00014785203,2.789031e-7,0.000577677,0.0019191275,0.9783574,0.0145627735,0.00024490056,0.0040589054],"study_design_scores_gemma":[0.00008815764,0.000050455474,0.00006566821,0.0000037468033,0.000058752223,2.237089e-7,0.000080423175,0.90832704,0.09006315,0.0010125397,0.00018194565,0.00006788549],"about_ca_topic_score_codex":0.0000061025044,"about_ca_topic_score_gemma":0.000006476848,"teacher_disagreement_score":0.90640795,"about_ca_system_score_codex":0.0000042588895,"about_ca_system_score_gemma":0.000003996106,"threshold_uncertainty_score":0.19490385},"labels":[],"label_agreement":null},{"id":"W2897598746","doi":"10.1155/2018/6853047","title":"Wind‐Induced Response of Inclined and Yawed Ice‐Accreted Stay Cable Models","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Icing and De-icing Technologies","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 Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Environmental science; Geology; Marine engineering; Atmospheric sciences; Meteorology; Engineering; Physics","score_opus":0.01963711385537019,"score_gpt":0.23653073368028743,"score_spread":0.21689361982491723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2897598746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9762027,0.00005841653,0.022839384,0.00007054215,0.00007068468,0.00007932288,0.0000036761228,0.00028836654,0.00038685283],"genre_scores_gemma":[0.9981223,0.0000262208,0.0017380622,0.000018169492,0.000032111104,0.0000020997852,0.0000040884106,0.000011292871,0.00004568231],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995777,0.000021670354,0.00013572341,0.00010087201,0.000060880837,0.000103171915],"domain_scores_gemma":[0.9997204,0.000060662987,0.000024693285,0.00013207625,0.000040326948,0.000021854146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013616729,0.0000788518,0.00011461892,0.0001000718,0.000073522606,0.00001979821,0.000037585603,0.00010331378,0.000004273259],"category_scores_gemma":[0.000070079484,0.00007281519,0.000010004146,0.0001121778,0.000040819097,0.00016822077,0.000028342418,0.00006268312,0.0000013644118],"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":[0.0007606693,0.000019808402,0.00084783277,0.00013232886,0.000056200668,0.0000021449355,0.0045502577,0.010083428,0.96372426,0.0017363218,0.00076799013,0.017318761],"study_design_scores_gemma":[0.0003428166,0.000231837,0.002851458,0.000036912556,0.000010636432,0.0000022860995,0.0003382934,0.42558753,0.56833065,0.0021291473,0.00003430404,0.0001041321],"about_ca_topic_score_codex":0.00006365189,"about_ca_topic_score_gemma":0.00001927176,"teacher_disagreement_score":0.41550413,"about_ca_system_score_codex":0.000011014931,"about_ca_system_score_gemma":0.000012291535,"threshold_uncertainty_score":0.2969317},"labels":[],"label_agreement":null},{"id":"W2898045284","doi":"10.1155/2018/9496026","title":"Design of a Submarine Vehicle for Higher Natural Frequency Using <i>U</i>  <sup>∗</sup> Index Theory Approach","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Mechanical Engineering and Vibrations Research","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 Manitoba","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Submarine; Natural frequency; Index (typography); Natural (archaeology); Stiffness; Resonance (particle physics); Engineering; Control theory (sociology); Computer science; Marine engineering; Structural engineering; Acoustics; Physics; Vibration; Geology; Artificial intelligence; Control (management)","score_opus":0.028286357557124466,"score_gpt":0.25528045821532874,"score_spread":0.22699410065820427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898045284","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08087169,0.00017411639,0.91822046,0.000012359155,0.000080584,0.00026502402,0.0000070234046,0.000090032074,0.00027870332],"genre_scores_gemma":[0.9686976,0.000011140968,0.030941878,0.000014321049,0.0001795642,0.000029874038,0.000023315099,0.000023698161,0.000078609606],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993699,0.000036288813,0.00017339355,0.00013605367,0.000109709654,0.00017464698],"domain_scores_gemma":[0.9996439,0.00008491959,0.00001721899,0.00013170588,0.00007252599,0.000049708135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024258345,0.000102122925,0.00012369444,0.00008056337,0.00008470858,0.000031265703,0.000072280425,0.00008539114,0.000027524993],"category_scores_gemma":[0.000037281723,0.000092340044,0.00002630684,0.00017793135,0.000038462604,0.00019066237,0.000020057809,0.00010174137,0.0000014582015],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020856677,0.00008673275,0.0001603144,0.00039984545,0.00014590957,5.892556e-7,0.00078388135,0.48902857,0.45019773,0.045370866,0.0004192612,0.013197724],"study_design_scores_gemma":[0.00030562654,0.00009389721,0.00010019228,0.000012680356,0.000010891058,0.0000015357057,0.000024993627,0.97755873,0.019197898,0.0025378517,0.00005323925,0.00010244812],"about_ca_topic_score_codex":0.0000063421276,"about_ca_topic_score_gemma":5.4189326e-7,"teacher_disagreement_score":0.8878259,"about_ca_system_score_codex":0.000021625776,"about_ca_system_score_gemma":0.000019510579,"threshold_uncertainty_score":0.37655175},"labels":[],"label_agreement":null},{"id":"W2903601970","doi":"10.1155/2018/3269734","title":"Risk, Reliability, and Uncertainty Quantification of Structural Systems Subjected to Shock and Vibration","year":2018,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Response to Dynamic Loads","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":"Structural reliability; Reliability (semiconductor); Shock (circulatory); Vibration; Structural engineering; Reliability engineering; Uncertainty quantification; Engineering; Computer science; Forensic engineering; Physics; Acoustics; Medicine; Artificial intelligence; Probabilistic logic","score_opus":0.00818672549177549,"score_gpt":0.23756531623004434,"score_spread":0.22937859073826886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903601970","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9875519,0.00016264145,0.011377097,0.00006109782,0.00027191403,0.00037990496,0.00003263371,0.00009561155,0.00006719166],"genre_scores_gemma":[0.99895436,0.00004542891,0.0008022769,0.000009805821,0.00009348265,0.000011337484,0.000043400196,0.0000147347555,0.000025162833],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913317,0.000083527775,0.0002833541,0.00023772234,0.00013213103,0.00013011636],"domain_scores_gemma":[0.9994308,0.00010907006,0.00006645662,0.00018281555,0.00013385413,0.00007703149],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018230095,0.00013966458,0.00016747735,0.00010418027,0.00012306513,0.000083386076,0.000046002453,0.00010143234,0.000009782385],"category_scores_gemma":[0.00021364207,0.00012380234,0.000012233927,0.00020877215,0.000080637365,0.00029151698,0.000029630915,0.00007917676,0.0000019295055],"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":[0.00060069124,0.000008870793,0.043522168,0.00051659945,0.000070618444,6.321124e-7,0.0041472237,0.03834822,0.8839965,0.0041517443,0.00022635589,0.024410365],"study_design_scores_gemma":[0.00025918748,0.00015377461,0.3578254,0.00002857914,0.000022018723,0.0000088852,0.00017161242,0.62671804,0.014077719,0.0005349676,0.00004915318,0.00015066791],"about_ca_topic_score_codex":0.0002671946,"about_ca_topic_score_gemma":0.00022921202,"teacher_disagreement_score":0.86991876,"about_ca_system_score_codex":0.000045424164,"about_ca_system_score_gemma":0.000017670278,"threshold_uncertainty_score":0.5048513},"labels":[],"label_agreement":null},{"id":"W2912648766","doi":"10.1155/2019/3493052","title":"Validation of Friction Model Parameters Identified Using the IHB Method Using Finite Element Method","year":2019,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Brake Systems and Friction 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":"Finite element method; Structural engineering; Mechanical engineering; Computer science; Materials science; Engineering","score_opus":0.039887514478812544,"score_gpt":0.2934844352111958,"score_spread":0.25359692073238327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2912648766","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28772146,0.00003860772,0.7117659,0.000011451766,0.00017089421,0.00014111577,0.0000033573367,0.000027277243,0.000119952114],"genre_scores_gemma":[0.896912,0.000015023227,0.10295726,0.00001590142,0.000030360528,0.0000046076925,0.000013634208,0.000012751566,0.000038465954],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922925,0.000105077124,0.00029478033,0.00013299444,0.0001460138,0.00009186224],"domain_scores_gemma":[0.9996188,0.000058156347,0.00010208485,0.00015013559,0.00004860151,0.000022197362],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048238726,0.00009279122,0.00015048988,0.000119128934,0.0000931453,0.00005401699,0.000038207578,0.0000622184,0.000021542286],"category_scores_gemma":[0.000009618163,0.000075641234,0.00006281356,0.00023816284,0.000005532361,0.00028617439,0.0000129669415,0.000065421984,0.000001740798],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032655498,0.000003734435,0.00022464803,0.000032622596,0.000047834914,2.4938679e-8,0.00039799002,0.8208514,0.17698091,0.00036509804,0.000008033426,0.0010844568],"study_design_scores_gemma":[0.00012564723,0.000008841525,0.000102924234,0.000015336982,0.00009275416,0.0000015452239,0.000377687,0.9349194,0.06400481,0.0002475929,0.000026188103,0.00007727732],"about_ca_topic_score_codex":0.00011580735,"about_ca_topic_score_gemma":0.0000066679386,"teacher_disagreement_score":0.6091905,"about_ca_system_score_codex":0.000045028548,"about_ca_system_score_gemma":0.000010140795,"threshold_uncertainty_score":0.308456},"labels":[],"label_agreement":null},{"id":"W2914928542","doi":"10.1155/2019/1201084","title":"Feature Extraction Based on Adaptive Multiwavelets and LTSA for Rotating Machinery Fault Diagnosis","year":2019,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Machine Fault Diagnosis Techniques","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 Calgary","funders":"National Natural Science Foundation of China","keywords":"Pattern recognition (psychology); Feature extraction; Artificial intelligence; Principal component analysis; Computer science; Feature vector; Feature (linguistics); Wavelet; Wavelet transform","score_opus":0.008643960094405007,"score_gpt":0.2636414033231918,"score_spread":0.2549974432287868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2914928542","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88223416,0.00020992046,0.11316627,0.00063450984,0.00021389287,0.0019996383,0.000073824966,0.0005458509,0.00092191406],"genre_scores_gemma":[0.9755173,0.00005554712,0.023517404,0.00017097205,0.00008469527,0.0005075487,0.00007970778,0.000031109626,0.000035761117],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994525,0.000021170375,0.00010538518,0.00020506346,0.00008935413,0.0001265702],"domain_scores_gemma":[0.9995077,0.0002839019,0.000037368067,0.00010256307,0.00002653908,0.000041889867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009499963,0.00015146703,0.00013103489,0.00009077591,0.00007370935,0.000052401265,0.00003071429,0.00011408475,0.000012570862],"category_scores_gemma":[0.000052526128,0.00014334042,0.00003009885,0.000058897545,0.000007843767,0.00024825704,0.00000902663,0.00014351819,0.0000024709182],"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":[0.00032104334,0.00020889078,0.107364215,0.00089210714,0.000079111494,0.0000042272222,0.0008480842,0.07043118,0.046810497,0.0014847564,0.014094924,0.75746095],"study_design_scores_gemma":[0.00047894695,0.00023442812,0.024156876,0.000108847475,0.000012280368,0.0000013706389,0.000020119936,0.95476264,0.01816065,0.000107635205,0.0017774721,0.00017875078],"about_ca_topic_score_codex":0.000012897513,"about_ca_topic_score_gemma":0.00002905442,"teacher_disagreement_score":0.88433146,"about_ca_system_score_codex":0.000025763447,"about_ca_system_score_gemma":0.00000515149,"threshold_uncertainty_score":0.5845253},"labels":[],"label_agreement":null},{"id":"W2921182178","doi":"10.1155/2019/3497410","title":"The Study of Identification Method for Dynamic Behavior of High‐Dimensional Nonlinear System","year":2019,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Chaos control and synchronization","field":"Physics and Astronomy","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 Regina","funders":"Southwest Petroleum University; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Nonlinear system; Control theory (sociology); Nonlinear dynamical systems; CHAOS (operating system); Computer science; System dynamics; Identification (biology); Key (lock); Physics; Artificial intelligence; Control (management)","score_opus":0.005467749163689873,"score_gpt":0.2630692838128203,"score_spread":0.25760153464913044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921182178","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8805503,0.000019479727,0.11851936,0.000022022004,0.00012329988,0.00071319524,0.000029549263,0.000004385606,0.000018383618],"genre_scores_gemma":[0.9990216,3.4903832e-7,0.0006818739,0.0000011038095,0.000038819515,0.000054529668,0.000102763486,0.000005036919,0.000093929106],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99949455,0.00004125556,0.00022596383,0.00010034961,0.00008615133,0.000051735347],"domain_scores_gemma":[0.99953234,0.00007063153,0.00016293168,0.00011132351,0.00011285927,0.000009888653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000199651,0.00004760502,0.00010451032,0.00002129947,0.00008820908,0.00001562889,0.000036059686,0.000016051868,0.000007229615],"category_scores_gemma":[0.0000023976763,0.000034286735,0.000026186943,0.000046653215,0.0000071774434,0.00007394199,0.0000129904965,0.000020204792,9.995459e-7],"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":[0.00048240795,0.0015259269,0.09756466,0.00031934318,0.00032489782,1.0866523e-7,0.0024835179,0.008454579,0.4233755,0.15675528,0.00004779148,0.30866602],"study_design_scores_gemma":[0.0021943296,0.00040363977,0.0812502,0.000025130394,0.00016082315,3.1397778e-7,0.00340125,0.9008105,0.010929112,0.0006886891,0.000029935109,0.00010607596],"about_ca_topic_score_codex":0.000088661734,"about_ca_topic_score_gemma":0.000019317564,"teacher_disagreement_score":0.8923559,"about_ca_system_score_codex":0.00000789694,"about_ca_system_score_gemma":0.000017860537,"threshold_uncertainty_score":0.13981725},"labels":[],"label_agreement":null},{"id":"W2946241880","doi":"10.1155/2019/1085921","title":"Experimental Study on Directional Fracture Blasting of Cutting Seam Cartridge","year":2019,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Combustion and Detonation Processes","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":"Geomechanica (Canada)","funders":"Higher Education Discipline Innovation Project","keywords":"Overpressure; Cartridge; Detonation; Schlieren; Head (geology); Blast wave; Shock wave; Rock blasting; Structural engineering; Engineering; Serration; Materials science; Mechanical engineering; Geotechnical engineering; Geology; Explosive material; Aerospace engineering","score_opus":0.008667497270442493,"score_gpt":0.23958735841262851,"score_spread":0.23091986114218602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2946241880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936191,0.000083017214,0.0024175083,0.000017726696,0.00017456371,0.00012445873,0.0000017361228,0.0000814254,0.0034804933],"genre_scores_gemma":[0.99976116,0.00000174201,0.000061535444,0.00003168853,0.00004680939,0.000005762622,0.000007730087,0.000007064485,0.000076487835],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996529,0.000008896031,0.000104276354,0.00008063694,0.00010613168,0.000047109985],"domain_scores_gemma":[0.9998565,0.00003620707,0.00002210591,0.0000425265,0.00002504584,0.000017621935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004190087,0.00005699746,0.00006389451,0.000053476182,0.000040792045,0.000017580627,0.000016757944,0.000024464627,0.000087359236],"category_scores_gemma":[0.000010841045,0.00005458894,0.000012039621,0.00007307311,0.0000038029416,0.00012729428,0.0000074669206,0.000051864292,0.0000080501],"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":[0.00015325872,0.0010648017,0.13638552,0.00032802863,0.00013488745,0.000002299407,0.013707376,0.39461866,0.4419927,0.0016191535,0.0017008275,0.008292477],"study_design_scores_gemma":[0.0011629559,0.0006018213,0.09811659,0.000058891303,0.000012842606,0.000004146123,0.0051738536,0.12551443,0.7675231,0.000056026707,0.0015255447,0.00024981622],"about_ca_topic_score_codex":0.0000024074977,"about_ca_topic_score_gemma":0.0000012636882,"teacher_disagreement_score":0.32553038,"about_ca_system_score_codex":0.0000140279635,"about_ca_system_score_gemma":0.0000064297533,"threshold_uncertainty_score":0.22260724},"labels":[],"label_agreement":null},{"id":"W2950478352","doi":"10.1155/2019/8528763","title":"Data‐Driven Synchronization Analysis of a Bouncing Crowd","year":2019,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Engineering and Vibration 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":"Innovation Cluster (Canada)","funders":"State Key Laboratory for Disaster Reduction in Civil Engineering; Xinjiang University; National Natural Science Foundation of China","keywords":"Crowds; Serviceability (structure); Pedestrian; Simulation; Computer science; Crowd simulation; Vibration; Coherence (philosophical gambling strategy); Jumping; Structural engineering; Engineering; Acoustics; Mathematics; Statistics; Physics","score_opus":0.009957459930522189,"score_gpt":0.22204681514338936,"score_spread":0.21208935521286718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2950478352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59775776,0.00015336151,0.40138355,0.000015619034,0.00009397011,0.00005679342,0.000034598208,0.00009639971,0.00040794926],"genre_scores_gemma":[0.99855214,0.000051060226,0.0008160312,0.000010738614,0.00002227651,0.0000012220152,0.0005038721,0.000008749954,0.00003389864],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995229,0.000008467299,0.00016864845,0.0001293493,0.00009950439,0.00007111206],"domain_scores_gemma":[0.99965286,0.00002059855,0.000029556872,0.00024054636,0.000030282861,0.000026140626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000053894633,0.00007354879,0.00016187021,0.00021413785,0.000024235114,0.000029383888,0.00007014645,0.00004267691,0.00013153578],"category_scores_gemma":[0.000011158735,0.00007117274,0.000032458684,0.00060630654,0.000009487196,0.0003030633,0.000021163454,0.000039447965,0.0000049179216],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000018308671,0.0000018712328,0.0035477825,0.00004448122,0.00033875814,9.4135046e-8,0.0001406496,0.98043925,0.011531496,0.0004020174,0.000059554317,0.0034922243],"study_design_scores_gemma":[0.00008380872,0.000009453771,0.015382295,0.0000077686445,0.0002711456,3.537424e-7,0.00007111529,0.9826229,0.0013156008,0.000012988928,0.00014347333,0.00007906285],"about_ca_topic_score_codex":0.000017137803,"about_ca_topic_score_gemma":0.00005232202,"teacher_disagreement_score":0.4007944,"about_ca_system_score_codex":0.000020860327,"about_ca_system_score_gemma":0.0000083114255,"threshold_uncertainty_score":0.290234},"labels":[],"label_agreement":null},{"id":"W2953661745","doi":"10.1155/2019/6847053","title":"Predictive Analytics of In‐Service Bridge Structural Performance from SHM Data Mining Perspective: A Case Study","year":2019,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Health Monitoring Techniques","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":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Bridge (graph theory); Analytics; Perspective (graphical); Structural health monitoring; Service (business); Computer science; Data analysis; Data mining; Predictive analytics; Data science; Engineering; Structural engineering; Business; Medicine; Artificial intelligence","score_opus":0.039049167694442145,"score_gpt":0.32033217226271027,"score_spread":0.2812830045682681,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953661745","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990457,0.00009758218,0.00012675172,0.00001040985,0.0001823666,0.00033885165,0.00005467804,0.00009164445,0.000052004303],"genre_scores_gemma":[0.9984547,0.00001882621,0.0013900762,0.0000060378143,0.00008168866,0.0000047812705,0.00003089029,0.000011507792,0.0000015050823],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99940425,0.000019654992,0.00018687107,0.00018831732,0.00009803152,0.000102880105],"domain_scores_gemma":[0.9995479,0.000044621676,0.0000380544,0.0002918303,0.00004992286,0.0000276658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007271862,0.00009393852,0.00014294065,0.00007475323,0.000032182277,0.000015426844,0.00010624301,0.000046618352,0.0000054560073],"category_scores_gemma":[0.0000111997115,0.000091437134,0.000006239796,0.0001667662,0.000008422402,0.0004363867,0.00007710056,0.000109546236,3.0643125e-7],"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":[0.00006710797,0.000018095565,0.96733636,0.00018548855,0.000046863435,0.000026477557,0.018526219,0.0043076943,0.00075043354,0.000018234025,0.000021512435,0.008695544],"study_design_scores_gemma":[0.00020570237,0.00012091257,0.5395154,0.000032452048,0.000011328853,0.000016827007,0.004256008,0.45530176,0.00044881366,0.000026320067,9.046893e-7,0.0000635858],"about_ca_topic_score_codex":0.0022344247,"about_ca_topic_score_gemma":0.00059847126,"teacher_disagreement_score":0.45099407,"about_ca_system_score_codex":0.00007209072,"about_ca_system_score_gemma":0.000017395365,"threshold_uncertainty_score":0.37286982},"labels":[],"label_agreement":null},{"id":"W3005033353","doi":"10.1155/2020/2763709","title":"Seismic Performance Evaluation of Building-Damper System under Near-Fault Earthquake","year":2020,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Seismic Performance and 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 British Columbia","funders":"Central South University; National Natural Science Foundation of China","keywords":"Damper; Structural engineering; Engineering; Amplitude; Seismic hazard; Civil engineering; Physics","score_opus":0.018967712690680247,"score_gpt":0.2328190757606423,"score_spread":0.21385136306996205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3005033353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9738862,0.00023163864,0.025182914,0.00013835638,0.00006546027,0.00009116937,0.000002869301,0.0000869453,0.00031446578],"genre_scores_gemma":[0.9993967,0.00007054033,0.00026070923,0.0001305068,0.00009652411,0.000008094664,0.000019715862,0.00001063619,0.0000065718646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936837,0.000020035888,0.00019185916,0.0001074121,0.00021830686,0.00009401477],"domain_scores_gemma":[0.9997759,0.000008428274,0.000034338937,0.000078818106,0.00006053159,0.000041973934],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017269707,0.00008407961,0.00012525315,0.000035286186,0.00006804534,0.000028712715,0.000040501964,0.00004914025,0.000024814428],"category_scores_gemma":[0.00000667631,0.00007920668,0.000029887338,0.00017606452,0.000015313448,0.00028502784,0.000009811301,0.000060953902,0.000012375028],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007661777,0.0000027807619,0.0016913475,0.00017307837,0.000036777692,8.2486785e-8,0.0006280617,0.9667723,0.010916527,0.000051207742,0.00012316032,0.019597014],"study_design_scores_gemma":[0.0002512059,0.00003204822,0.008128246,0.000038040875,0.00006846516,0.0000013962218,0.0003318971,0.9795809,0.011263111,0.000009861144,0.00020812103,0.00008672437],"about_ca_topic_score_codex":0.000006425041,"about_ca_topic_score_gemma":0.000001578542,"teacher_disagreement_score":0.02551052,"about_ca_system_score_codex":0.000026189244,"about_ca_system_score_gemma":0.000023153294,"threshold_uncertainty_score":0.32299548},"labels":[],"label_agreement":null},{"id":"W3031475055","doi":"10.1155/2020/4860736","title":"Feature Extraction Method for Weak Faults Based on Time-Delayed Feedback Mixed Potential Stochastic Resonance","year":2020,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"stochastic dynamics and bifurcation","field":"Physics and Astronomy","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":"National Natural Science Foundation of China","keywords":"Stochastic resonance; Bistability; Computer science; Noise (video); Feature extraction; Term (time); Feature (linguistics); Control theory (sociology); Function (biology); Algorithm; Artificial intelligence; Physics","score_opus":0.007937151837222675,"score_gpt":0.25742728396280745,"score_spread":0.24949013212558477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3031475055","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006991035,0.000015380561,0.9887935,0.0030273087,0.00017089752,0.0004549462,0.00012865722,0.000034002416,0.00038425412],"genre_scores_gemma":[0.9797993,3.286524e-7,0.018130993,0.00022679327,0.0007924657,0.000059860067,0.00065098517,0.000019995081,0.00031929498],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99926704,0.000034405733,0.00013097073,0.00029719295,0.0001300293,0.00014033655],"domain_scores_gemma":[0.9995634,0.00009359367,0.000104140454,0.00009352054,0.000068654794,0.0000766785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009014824,0.00014130911,0.00013459437,0.000034076907,0.0001761004,0.000056512232,0.00005064086,0.00006673671,0.00003262371],"category_scores_gemma":[0.000018425337,0.00013199843,0.00006594788,0.00010277036,0.000011522163,0.0001308138,0.000011222404,0.00010813389,0.000013808584],"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":[0.0061582634,0.0005586329,0.00022536505,0.00012878473,0.00019130047,0.0000010966704,0.0007948487,0.31521043,0.19224542,0.04284137,0.030540777,0.4111037],"study_design_scores_gemma":[0.0009757711,0.00029352703,0.0011937534,0.000019114092,0.000046038316,3.765883e-7,0.00007714803,0.99413633,0.000988911,0.0011277519,0.0009889682,0.00015230443],"about_ca_topic_score_codex":0.000011039559,"about_ca_topic_score_gemma":0.000002040733,"teacher_disagreement_score":0.97280824,"about_ca_system_score_codex":0.000014555482,"about_ca_system_score_gemma":0.000039045695,"threshold_uncertainty_score":0.53827393},"labels":[],"label_agreement":null},{"id":"W3084807661","doi":"10.1155/2020/8889055","title":"Seismic Analysis of a Large LNG Tank considering the Effect of Liquid Volume","year":2020,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Fluid Dynamics Simulations and Interactions","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 Toronto","funders":"China Scholarship Council; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Liquefied natural gas; Slosh dynamics; Finite element method; Storage tank; Smoothed-particle hydrodynamics; Eulerian path; Structural engineering; Seismic analysis; Fuel tank; von Mises yield criterion; Engineering; Volume of fluid method; Lagrangian; Mechanics; Natural gas; Mechanical engineering; Mathematics; Waste management; Physics","score_opus":0.006008737760764114,"score_gpt":0.22530490382298685,"score_spread":0.21929616606222274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3084807661","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8808101,0.00009223802,0.118537016,0.00012554711,0.000035790126,0.00007022367,0.000021921542,0.000025523728,0.00028163343],"genre_scores_gemma":[0.99979764,0.000018148281,0.000100828285,0.000025486524,0.000016576772,0.0000036482554,0.000023800834,0.0000055058017,0.000008359593],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996829,0.000019488109,0.00014686123,0.000054972592,0.000045342047,0.000050436192],"domain_scores_gemma":[0.9997973,0.00007088036,0.000026007758,0.00006939482,0.000018578003,0.000017831115],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005318655,0.0000496474,0.00012425012,0.000063130436,0.00004001862,0.000009965821,0.000025225347,0.000023848672,0.000044423457],"category_scores_gemma":[0.000027246575,0.000038601185,0.00005384369,0.00028118398,0.000011068846,0.00009979222,0.000011729641,0.00004700771,0.0000012215078],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016843389,0.000002705081,0.004137372,0.0000406058,0.00019746822,9.6912856e-8,0.00047888778,0.9669034,0.027626898,0.0003996717,0.000075436634,0.00012063615],"study_design_scores_gemma":[0.0001033079,0.00011168508,0.0034845588,0.000006327973,0.00018361212,2.5053262e-7,0.00005025367,0.9886583,0.0070408066,0.000004191836,0.0003216789,0.00003503031],"about_ca_topic_score_codex":0.000011596493,"about_ca_topic_score_gemma":0.000023430859,"teacher_disagreement_score":0.11898754,"about_ca_system_score_codex":0.0000065064805,"about_ca_system_score_gemma":0.0000034298646,"threshold_uncertainty_score":0.15741107},"labels":[],"label_agreement":null},{"id":"W3128327446","doi":"10.1155/2021/8897283","title":"Experimental Study on Axial Impact Mitigating Stick‐Slip Vibration with a PDC Bit","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Drilling and Well Engineering","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 Calgary","funders":"China National Petroleum Corporation; National Natural Science Foundation of China","keywords":"Vibration; Rate of penetration; Slip (aerodynamics); Amplitude; Torque; Structural engineering; Damper; Engineering; Drilling; Mechanics; Acoustics; Mechanical engineering; Physics","score_opus":0.00932844630485859,"score_gpt":0.23488571831816732,"score_spread":0.22555727201330872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3128327446","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95882463,0.00012507323,0.039761595,0.000014308249,0.00016142278,0.00014314808,0.0000037998755,0.00019309517,0.0007729108],"genre_scores_gemma":[0.99906975,0.000004227587,0.0006174085,0.000016783044,0.00018484273,0.000018170513,0.00003692759,0.000029212002,0.000022660388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993966,0.000019015695,0.00013562516,0.00016739502,0.00013655293,0.00014475934],"domain_scores_gemma":[0.99976385,0.00002832805,0.000016717777,0.00010932924,0.000020148495,0.00006164837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000051833566,0.00014469812,0.00011863755,0.000051606356,0.000094266565,0.000112542315,0.00002527707,0.000041414856,0.000024125125],"category_scores_gemma":[0.000010988921,0.00012773875,0.000024020426,0.00013101983,0.000007875399,0.00021311139,0.000010333348,0.0001002866,0.000006137239],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044991535,0.00020517412,0.0035106451,0.000046882353,0.00010421691,0.00002899698,0.00399561,0.67280763,0.3172164,0.00019868136,0.00008984751,0.0017509088],"study_design_scores_gemma":[0.0011912694,0.0010746144,0.016235286,0.00011245022,0.000032654752,0.000023526163,0.0027670958,0.5847294,0.39337605,0.000026802976,0.00004156338,0.00038930372],"about_ca_topic_score_codex":0.000010081679,"about_ca_topic_score_gemma":0.000011010536,"teacher_disagreement_score":0.088078275,"about_ca_system_score_codex":0.00004363641,"about_ca_system_score_gemma":0.000018284745,"threshold_uncertainty_score":0.52090347},"labels":[],"label_agreement":null},{"id":"W3131030962","doi":"10.1155/2021/6623861","title":"A Combined Denoising Method for Microseismic Signals from Coal Seam Hydraulic Fracturing: Multithreshold Wavelet Packet Transform and Improved Hilbert‐Huang Transform","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","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":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Microseism; Noise reduction; Hydraulic fracturing; SIGNAL (programming language); Coal mining; Engineering; Wavelet transform; Wavelet; Computer science; Pattern recognition (psychology); Coal; Artificial intelligence; Algorithm; Petroleum engineering; Civil engineering","score_opus":0.013611547957646148,"score_gpt":0.24400649699046684,"score_spread":0.23039494903282068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3131030962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57532454,0.001211353,0.41560617,0.0058742417,0.00018668897,0.00068180636,0.00035880404,0.0001428885,0.0006135115],"genre_scores_gemma":[0.9656064,0.0002379392,0.029650627,0.0034136488,0.00007720836,0.000006379845,0.0008794999,0.000009628747,0.00011865715],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989522,0.00005441872,0.00025208795,0.00037147934,0.000116669486,0.00025313516],"domain_scores_gemma":[0.99942374,0.00024406821,0.00006066759,0.000112823705,0.000043939082,0.00011477767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024363611,0.00018339713,0.0002419504,0.000067270244,0.0003184812,0.00018447843,0.000067138404,0.00012712851,0.00013911982],"category_scores_gemma":[0.000021918946,0.00016273261,0.000069064125,0.000080929254,0.000048440503,0.000464404,0.000006841234,0.00013968439,0.0000021264634],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005940209,0.00007244312,0.004668495,0.00018377908,0.00011273834,0.00001233343,0.004083777,0.00016073568,0.117731914,0.000041199062,0.0028214373,0.86951715],"study_design_scores_gemma":[0.0012937828,0.0002216506,0.0036756608,0.000052433592,0.000057874524,0.000014417099,0.0005330409,0.52731055,0.45258704,0.005537128,0.0084445635,0.00027186688],"about_ca_topic_score_codex":0.0028514944,"about_ca_topic_score_gemma":0.00026076048,"teacher_disagreement_score":0.86924523,"about_ca_system_score_codex":0.000007360363,"about_ca_system_score_gemma":0.00005581901,"threshold_uncertainty_score":0.6636043},"labels":[],"label_agreement":null},{"id":"W3150557527","doi":"10.1155/2021/5576480","title":"The Rock Burst Hazard Evaluation Using Statistical Learning Approaches","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Rock Mechanics and Modeling","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":"National Key Research and Development Program of China","keywords":"Rock burst; Hazard; Naive Bayes classifier; Bayes' theorem; Mining engineering; Engineering; Geology; Geotechnical engineering; Computer science; Machine learning; Artificial intelligence; Bayesian probability; Support vector machine","score_opus":0.05887077831920887,"score_gpt":0.2620992434769364,"score_spread":0.20322846515772755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3150557527","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16515584,0.0008451031,0.83326715,0.00004719548,0.00015036348,0.00006878899,0.0000012375185,0.000039561903,0.00042472893],"genre_scores_gemma":[0.9968287,0.00012047416,0.002864804,0.000008512599,0.00008872648,0.0000074920126,0.000039896844,0.0000117241725,0.00002972106],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952465,0.000042244854,0.00010553178,0.00009819002,0.00012916507,0.00010023122],"domain_scores_gemma":[0.99981505,0.000039566134,0.000013433513,0.00006162157,0.000043541506,0.000026773105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020469817,0.000058898728,0.000053482116,0.000013519492,0.00029791947,0.00010659125,0.000019680027,0.00003766901,0.000009601606],"category_scores_gemma":[0.000056912995,0.00004975169,0.000012142687,0.00005032522,0.0000027660778,0.00009582619,0.0000171963,0.000091155045,0.0000019143372],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025936768,0.0000030491208,0.000030312225,0.00001473141,0.000012011638,5.145372e-7,0.00018364134,0.9562899,0.013111216,0.005137975,0.000030039817,0.025184005],"study_design_scores_gemma":[0.00009541901,0.000008363134,0.000077134784,0.000009222286,0.00002170729,0.000005650496,0.0003653801,0.99378854,0.003548506,0.0016021173,0.00041388924,0.00006407949],"about_ca_topic_score_codex":0.0000018134522,"about_ca_topic_score_gemma":0.000016741922,"teacher_disagreement_score":0.8316728,"about_ca_system_score_codex":0.000026977757,"about_ca_system_score_gemma":0.000029715338,"threshold_uncertainty_score":0.22913858},"labels":[],"label_agreement":null},{"id":"W3152434713","doi":"10.1155/2012/857105","title":"Dynamic Effects of Embedded Macro-Fiber Composite Actuators on Ultra-Light Flexible Structures of Repeated Pattern- a Homogenization Approach","year":2012,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Analysis and Optimization","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":"Homogenization (climate); Inflatable; Actuator; Macro; Finite element method; Vibration; Composite number; Stiffness; Strain energy; Structural engineering; Materials science; Computer science; Composite material; Engineering; Acoustics; Physics; Electrical engineering","score_opus":0.003496363934419576,"score_gpt":0.19638403253919706,"score_spread":0.1928876686047775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3152434713","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9111726,0.00018545386,0.08787911,0.0000050471904,0.00009508712,0.0001682501,0.000007226448,0.00005406485,0.0004331563],"genre_scores_gemma":[0.9976753,0.00004181986,0.0019757529,0.000009957422,0.000027588676,0.0000051651277,0.0002262567,0.000015960559,0.000022219545],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99941933,0.000028637212,0.00021731673,0.00010434895,0.00011985466,0.00011049358],"domain_scores_gemma":[0.99970543,0.000022173293,0.000081080696,0.00011389908,0.000038474987,0.000038929935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003585795,0.00012213897,0.0001792783,0.00010918538,0.000042157677,0.00001474133,0.000037266203,0.000077721576,0.000027669314],"category_scores_gemma":[0.000008658935,0.00009906081,0.000042702362,0.00021103233,0.000013639872,0.00018577774,0.0000063330754,0.00004919387,9.4185003e-7],"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":[0.000074061194,0.0000820634,0.014827845,0.0010531413,0.00030876446,3.6308984e-7,0.003290601,0.3145967,0.6282382,0.00055424793,0.000095796015,0.03687819],"study_design_scores_gemma":[0.00038396445,0.000059370457,0.057735138,0.000039238086,0.00010750801,0.0000025355826,0.000047201458,0.2548063,0.6865541,0.00008999707,0.000008791535,0.00016587044],"about_ca_topic_score_codex":0.0000051402094,"about_ca_topic_score_gemma":0.0000012301556,"teacher_disagreement_score":0.08650267,"about_ca_system_score_codex":0.000019209521,"about_ca_system_score_gemma":0.0000028870068,"threshold_uncertainty_score":0.40395826},"labels":[],"label_agreement":null},{"id":"W3162601294","doi":"10.1155/2021/8815564","title":"Study of Two‐Step Parallel Cutting Technology for Deep‐Hole Blasting in Shaft Excavation","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Tunneling and Rock Mechanics","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":"Geomechanica (Canada)","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Rock blasting; Excavation; Deep hole; Engineering; Mining engineering; Mechanical engineering; Engineering drawing; Computer science; Geotechnical engineering","score_opus":0.013924659946702967,"score_gpt":0.2506047130558636,"score_spread":0.23668005310916065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3162601294","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76102453,0.00015213003,0.23847151,0.000027447491,0.00008601791,0.0001291129,8.526658e-7,0.00006218107,0.000046225283],"genre_scores_gemma":[0.9923157,0.00001579688,0.0075602857,0.0000058467263,0.00004038276,0.000026316697,0.0000114141585,0.000011116749,0.000013150497],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954736,0.0000110319825,0.00019046493,0.00011029598,0.00004599428,0.00009487995],"domain_scores_gemma":[0.9998112,0.000034273904,0.000029919587,0.00007073172,0.000042482723,0.00001141123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000867562,0.000060663362,0.0001023184,0.00009317893,0.000055786513,0.000010537009,0.000025948557,0.00005732416,0.0000016292566],"category_scores_gemma":[0.000056482968,0.00006515091,0.000010964395,0.00018697188,0.000002471989,0.00007484759,0.00001982162,0.0000655209,3.652469e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020090793,0.00017963671,0.012040073,0.00024908298,0.00003902304,0.0000062560707,0.004917842,0.806574,0.13224582,0.0035426656,0.000024303214,0.0401612],"study_design_scores_gemma":[0.000934485,0.000089458954,0.00056420505,0.000048055783,0.000012171275,0.000002900113,0.0037390352,0.971523,0.021900559,0.0010745847,0.000024493816,0.00008705765],"about_ca_topic_score_codex":0.0000048796064,"about_ca_topic_score_gemma":0.00022956001,"teacher_disagreement_score":0.23129117,"about_ca_system_score_codex":0.000012236308,"about_ca_system_score_gemma":0.000008134934,"threshold_uncertainty_score":0.2656777},"labels":[],"label_agreement":null},{"id":"W3168200794","doi":"10.1155/2021/5177777","title":"Research on the Mechanical Properties of New Double‐Row Pile Supporting Structure Based on an In Situ Study","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Civil and Geotechnical Engineering Research","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":"Geomechanica (Canada)","funders":"","keywords":"Pile; Bending moment; Structural engineering; Geotechnical engineering; Displacement (psychology); Deformation (meteorology); Foundation (evidence); Engineering; Materials science; Composite material","score_opus":0.05961922232191726,"score_gpt":0.3190177446689686,"score_spread":0.25939852234705135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3168200794","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99852514,0.00003478738,0.00046185285,0.0003870988,0.00003303562,0.00025211697,0.0000016324018,0.00004071982,0.00026359415],"genre_scores_gemma":[0.99981385,0.000004787268,0.00004689652,0.000016973401,0.000051163817,0.0000137896,0.0000068204995,0.000011971692,0.000033765566],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991241,0.000073069146,0.00015933716,0.00015206359,0.0003161453,0.00017529233],"domain_scores_gemma":[0.99960303,0.00008153607,0.000008858784,0.00020861611,0.00004493358,0.000053049465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047498348,0.00007323243,0.00010223243,0.000091855974,0.000056308556,0.000046695415,0.000082443454,0.00006349947,0.000051645933],"category_scores_gemma":[0.000091841765,0.00004988665,0.000015275797,0.0003257124,0.000014031653,0.00006921335,0.000032901888,0.00038768744,0.0000013532223],"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":[0.00018116238,0.00019832725,0.00022344492,0.00011904918,0.000011762382,0.000012025023,0.0007500818,0.35095066,0.6396814,0.0022559098,0.00015635582,0.0054598087],"study_design_scores_gemma":[0.0007327649,0.0006386639,0.0051413924,0.00011176511,0.0000034540374,0.000001034576,0.0011918611,0.4124296,0.5791149,0.00045769298,0.00006474408,0.00011215118],"about_ca_topic_score_codex":0.000042962925,"about_ca_topic_score_gemma":0.00052380894,"teacher_disagreement_score":0.061478935,"about_ca_system_score_codex":0.000024927476,"about_ca_system_score_gemma":0.00005338044,"threshold_uncertainty_score":0.20343186},"labels":[],"label_agreement":null},{"id":"W3172930586","doi":"10.1155/2021/9997597","title":"A Numerical Investigation of the Hazardous Injection Area of Induced Earthquake during Hydraulic Fracturing","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","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":"Suzhou University; University of Alberta","keywords":"Hydraulic fracturing; Geology; Hazardous waste; Geotechnical engineering; Petroleum engineering; Mining engineering; Seismology; Engineering; Waste management","score_opus":0.017610479726060883,"score_gpt":0.2037049395827515,"score_spread":0.1860944598566906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3172930586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984135,0.0003137211,0.00008566804,0.00021045901,0.00011611322,0.000068812304,0.000003727456,0.000011051908,0.00077692897],"genre_scores_gemma":[0.99976116,0.000034850902,0.00007488195,0.00005316223,0.000038155133,6.62672e-7,0.000011531018,0.0000015764235,0.00002398835],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99942344,0.000060274928,0.00017229478,0.000121066514,0.0001407205,0.00008219345],"domain_scores_gemma":[0.9996827,0.00005431126,0.000097813296,0.000096941934,0.00004272479,0.000025477519],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000069803,0.00006233547,0.00010965627,0.000032327014,0.00014622195,0.000014607973,0.00003399179,0.00004432046,0.000082513965],"category_scores_gemma":[0.0000621132,0.000045312798,0.000035662644,0.00021457285,0.00003850701,0.00014250894,0.000011094483,0.00007924716,0.0000017268076],"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":[0.00002296338,0.000008293266,0.9574957,0.000057479796,0.000025629231,0.0000011416487,0.0013268754,0.0020809225,0.020075962,0.000030546853,0.000007694851,0.01886682],"study_design_scores_gemma":[0.0001304501,0.000052214855,0.88044715,0.00002981281,0.000009687228,0.000011495869,0.00017749351,0.0017392277,0.1170257,0.0003165343,0.000015413345,0.000044844146],"about_ca_topic_score_codex":0.00035912642,"about_ca_topic_score_gemma":0.0008983716,"teacher_disagreement_score":0.09694974,"about_ca_system_score_codex":0.0000018464316,"about_ca_system_score_gemma":0.000045502176,"threshold_uncertainty_score":0.18478023},"labels":[],"label_agreement":null},{"id":"W3182285271","doi":"10.1155/2021/8829509","title":"A Conditional Simulation Method for Predicting Wind Pressure Fields of Large‐Span Spatial Structures","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Wind and Air Flow Studies","field":"Environmental Science","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":"Geomechanica (Canada)","funders":"Guilin University of Technology; National Natural Science Foundation of China","keywords":"Estimator; Wind tunnel; Wind engineering; Random field; Mathematics; Meteorology; Structural engineering; Engineering; Statistics; Mechanics; Physics","score_opus":0.010832225519638595,"score_gpt":0.2813409930061303,"score_spread":0.2705087674864917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3182285271","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35187614,0.00007054816,0.6469559,0.00029536142,0.000085135296,0.000150835,0.0000974914,0.000011438833,0.0004571399],"genre_scores_gemma":[0.9939539,0.000002523525,0.0056145075,0.000094087256,0.00011749845,0.0000039260744,0.000082990584,0.0000029529313,0.00012763958],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99958384,0.00002540729,0.00010014388,0.00012432432,0.0000964242,0.000069846516],"domain_scores_gemma":[0.999793,0.000089566856,0.000043920136,0.000042245025,0.000014351871,0.000016936585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006951189,0.000048120768,0.000071581395,0.000007889247,0.00014024496,0.000011966828,0.000018837682,0.000043613785,0.000292388],"category_scores_gemma":[0.00005843803,0.000042808035,0.000023286888,0.000034914872,0.000018017858,0.00011897134,0.000038595572,0.000031066662,4.6293837e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012349403,0.00012551594,0.19558154,0.00017642703,0.00012687847,0.0000015702875,0.004927369,0.7152409,0.051890872,0.0036205212,0.0019294576,0.02625547],"study_design_scores_gemma":[0.00060058426,0.00009685315,0.3168847,0.000012302726,0.000051057646,0.0000016363231,0.00034263145,0.6433221,0.025435073,0.009603679,0.0035470447,0.000102351754],"about_ca_topic_score_codex":0.000026228494,"about_ca_topic_score_gemma":0.000118660624,"teacher_disagreement_score":0.64207774,"about_ca_system_score_codex":0.0000043479745,"about_ca_system_score_gemma":0.000006612864,"threshold_uncertainty_score":0.32014436},"labels":[],"label_agreement":null},{"id":"W3208761047","doi":"10.1155/2021/9831740","title":"Nonlinear Dynamics in Drilling Engineering","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Drilling and Well Engineering","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 Calgary","funders":"","keywords":"Nonlinear system; Dynamics (music); Drilling; Drilling engineering; Geology; Mechanical engineering; Computer science; Engineering; Physics; Acoustics","score_opus":0.003910415922284371,"score_gpt":0.17559726150445074,"score_spread":0.17168684558216638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3208761047","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67008644,0.0009536468,0.32616597,0.000055551685,0.00049224694,0.000053277425,0.000003946965,0.00032645374,0.0018624384],"genre_scores_gemma":[0.99315774,0.0002612534,0.0063555324,0.000011527654,0.00010387495,0.0000036272422,0.000043218937,0.00002355671,0.000039667593],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995875,0.0000035240705,0.0001256317,0.00010011672,0.000050913186,0.00013234504],"domain_scores_gemma":[0.99985343,0.000020626692,0.0000054037723,0.00007330742,0.00001202245,0.00003520952],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000047746253,0.000084774125,0.00009070552,0.00006451308,0.000019153174,0.000036550904,0.000022245677,0.000055774894,0.000005707523],"category_scores_gemma":[0.000016226735,0.000100235935,0.000016401733,0.00015594474,0.0000030213062,0.000119073586,0.000010645982,0.000108862885,0.0000035158998],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[7.4417113e-7,0.000005431645,0.0009330159,0.00007852561,0.0000068462596,0.000010927297,0.00010708394,0.98696667,0.007810018,0.0011256718,0.000009475841,0.0029456175],"study_design_scores_gemma":[0.000112072776,0.0000043593086,0.0004720648,0.000047527534,0.0000028633644,0.000007220635,0.00005356026,0.986463,0.01204292,0.000041274656,0.00063888537,0.00011422139],"about_ca_topic_score_codex":0.000004006274,"about_ca_topic_score_gemma":0.00006124577,"teacher_disagreement_score":0.32307127,"about_ca_system_score_codex":0.000054602737,"about_ca_system_score_gemma":0.0000073264823,"threshold_uncertainty_score":0.4087503},"labels":[],"label_agreement":null},{"id":"W3212694841","doi":"10.1155/2021/2968325","title":"VIV Fracture Investigation into 3D Marine Riser with a Circumferential Outside Surface Crack","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Fluid Dynamics and Vibration 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":"China Scholarship Council; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Drilling riser; Vortex-induced vibration; Structural engineering; Tension (geology); Bending; Vibration; Mechanics; Fracture (geology); Stress (linguistics); Displacement (psychology); Amplitude; Flow (mathematics); Engineering; Materials science; Vortex; Geotechnical engineering; Physics; Composite material; Ultimate tensile strength; Mechanical engineering; Acoustics","score_opus":0.003963824478242281,"score_gpt":0.18523776279750367,"score_spread":0.1812739383192614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212694841","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7692304,0.00010956947,0.22877103,0.00067482673,0.0000956146,0.000083491555,0.0000051780676,0.00011830167,0.0009115485],"genre_scores_gemma":[0.9918248,0.0000907187,0.0069789644,0.00027332595,0.000085022395,0.0000047741314,0.00040007525,0.000021797041,0.0003205047],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936527,0.000027568358,0.0001718133,0.00018922437,0.00013858332,0.00010753058],"domain_scores_gemma":[0.9996472,0.000017032859,0.000029625524,0.00014743,0.00008240186,0.00007633652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000050398357,0.00013022017,0.0001335856,0.00004786165,0.00010131565,0.00014697827,0.000033280834,0.00008614946,0.00026769977],"category_scores_gemma":[0.000011903759,0.00011952734,0.000028274684,0.00022767864,0.00001999692,0.0003354151,0.000023080322,0.000113975955,0.000011791259],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005929228,0.00005665589,0.041199893,0.0002470229,0.00032329393,0.00002055039,0.0027636478,0.7638842,0.17994438,0.0026234621,0.0028799388,0.0059976685],"study_design_scores_gemma":[0.0003488746,0.000027872587,0.017319873,0.000018042181,0.000063383646,0.000005310904,0.00013323876,0.95946914,0.020643558,0.0008615504,0.0008934605,0.00021572372],"about_ca_topic_score_codex":0.00007599877,"about_ca_topic_score_gemma":0.0013955509,"teacher_disagreement_score":0.22259438,"about_ca_system_score_codex":0.000028361424,"about_ca_system_score_gemma":0.00003707112,"threshold_uncertainty_score":0.48741838},"labels":[],"label_agreement":null},{"id":"W3213620760","doi":"10.1155/2021/7346352","title":"Intelligent Fault Diagnosis of Bearing Based on Convolutional Neural Network and Bidirectional Long Short‐Term Memory","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Machine Fault Diagnosis Techniques","field":"Engineering","cited_by":18,"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":"National Natural Science Foundation of China; University of Ottawa; Case Western Reserve University","keywords":"Bearing (navigation); Term (time); Convolutional neural network; Fault (geology); Computer science; Long short term memory; Artificial neural network; Artificial intelligence; Recurrent neural network; Geology","score_opus":0.013817586207531153,"score_gpt":0.26055636965510054,"score_spread":0.2467387834475694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3213620760","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9805786,0.00090391736,0.017227972,0.00012202319,0.00021737655,0.00014472171,0.000015020954,0.00015838874,0.0006319933],"genre_scores_gemma":[0.9980485,0.00032043207,0.0012442782,0.00008384481,0.0001429438,0.000053581232,0.00008225888,0.000014577252,0.000009589739],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993852,0.000030389565,0.00018227342,0.00015823022,0.0001313247,0.00011259504],"domain_scores_gemma":[0.9996589,0.00014200108,0.000019668514,0.00009019584,0.00004147328,0.00004780176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008561108,0.000109098,0.00012786206,0.000060523995,0.00006762118,0.000031291987,0.000029306664,0.00006458781,0.000064395375],"category_scores_gemma":[0.000032212025,0.00011551249,0.000033399356,0.00010743739,0.000026996135,0.00011018536,0.000025911835,0.00010726313,5.600059e-7],"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":[0.000030245894,0.00011120367,0.64665365,0.00021463165,0.00005497362,0.00001118836,0.00012391256,0.29714468,0.005085878,0.0007822755,0.0021083835,0.047678977],"study_design_scores_gemma":[0.00012810364,0.00006432778,0.2937389,0.00010892424,0.00001971213,0.000006975327,0.00001137895,0.60558283,0.099908784,0.00014774148,0.00013251472,0.0001498166],"about_ca_topic_score_codex":0.000011921435,"about_ca_topic_score_gemma":0.000069053196,"teacher_disagreement_score":0.35291475,"about_ca_system_score_codex":0.00002911874,"about_ca_system_score_gemma":0.000015433576,"threshold_uncertainty_score":0.47104627},"labels":[],"label_agreement":null},{"id":"W4200052509","doi":"10.1155/2021/9955497","title":"The Influence Mechanism of In Situ Stress State on the Stability of Deep‐Buried‐Curved Tunnel in Qinghai‐Tibet Plateau and Its Adjacent Region","year":2021,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Rock Mechanics and Modeling","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 British Columbia","funders":"China Geological Survey; National Natural Science Foundation of China","keywords":"Plateau (mathematics); Stress (linguistics); Geometry; Finite element method; Geology; Geotechnical engineering; Mathematics; Engineering; Structural engineering; Mathematical analysis","score_opus":0.01755851893079556,"score_gpt":0.21118909886024664,"score_spread":0.1936305799294511,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200052509","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99345434,0.0003708958,0.0058172345,0.0001053307,0.00004424575,0.0001594809,0.00000529991,0.000008064963,0.000035084235],"genre_scores_gemma":[0.9991969,0.0007356821,0.000029265575,0.0000119212655,0.000005485731,0.000008096216,0.0000041979056,0.0000065906115,0.0000018649632],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994119,0.00005477762,0.00022665906,0.000114086186,0.00009211729,0.00010050202],"domain_scores_gemma":[0.99967736,0.00009762859,0.00004231107,0.000120446864,0.000043581244,0.000018688574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023942291,0.000072809526,0.00010643868,0.000029282734,0.0000473067,0.000016846476,0.00004372931,0.000040563904,9.153998e-7],"category_scores_gemma":[0.00005455348,0.000052051117,0.000012349972,0.00009641075,0.0000070389783,0.000094782954,0.00003482975,0.00010038816,7.403924e-8],"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":[0.00010150392,0.000059225047,0.00084970554,0.00027415174,0.000020921349,0.000004389847,0.007727646,0.2632892,0.6974462,0.02695451,0.0000023871094,0.0032701264],"study_design_scores_gemma":[0.0002345078,0.0000349413,0.0032447872,0.000106792824,0.000003265333,6.0759635e-7,0.0008272567,0.49954858,0.49014688,0.0057865325,0.0000025393667,0.000063300424],"about_ca_topic_score_codex":0.000027928163,"about_ca_topic_score_gemma":0.0011451279,"teacher_disagreement_score":0.23625937,"about_ca_system_score_codex":0.000019343834,"about_ca_system_score_gemma":0.000015705762,"threshold_uncertainty_score":0.2122583},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5594603,0.0002088255,0.4400236,0.00005991673,0.00003120594,0.00007986399,0.000014043445,0.00003584453,0.000086379725],"genre_scores_gemma":[0.997257,0.000030985888,0.0024707115,0.000049479797,0.000017168639,0.000032968863,0.00011362652,0.000011743088,0.000016296328],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994691,0.000018787734,0.00015685725,0.00012822103,0.0001501879,0.00007682165],"domain_scores_gemma":[0.9998193,0.000010628658,0.000028588562,0.000080804246,0.000022364356,0.000038347593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004071699,0.000091939066,0.000114890594,0.00008174387,0.00023506959,0.000025350068,0.000025006591,0.000022336699,0.00015419109],"category_scores_gemma":[0.0000019952738,0.000083565064,0.000017404478,0.0000980713,0.000020293224,0.00015840876,0.000027174094,0.000067582885,2.3392526e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012780252,0.000011976195,0.0007110689,0.000020348685,0.0000308616,5.8255137e-7,0.0011875922,0.9748585,0.021290392,0.0013622761,0.00002312294,0.00049047585],"study_design_scores_gemma":[0.00031624082,0.00005694084,0.00062358397,0.000004503548,0.000022510107,0.000005612648,0.0011593987,0.9940248,0.003530145,0.00012523701,0.00002906588,0.000101959886],"about_ca_topic_score_codex":0.00004426986,"about_ca_topic_score_gemma":0.000026391346,"teacher_disagreement_score":0.4377967,"about_ca_system_score_codex":0.000019215335,"about_ca_system_score_gemma":0.000021500025,"threshold_uncertainty_score":0.34076843},"labels":[],"label_agreement":null},{"id":"W4210477231","doi":"10.1155/2022/8370796","title":"A Heavy-Haul Railway Corrugation Diagnosis Method Based on WPD-ASTFT and SVM","year":2022,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Railway Engineering and Dynamics","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 Toronto","funders":"China Academy of Railway Sciences","keywords":"Particle swarm optimization; Support vector machine; Short-time Fourier transform; Entropy (arrow of time); Computer science; Time–frequency analysis; Fast Fourier transform; Fourier transform; Algorithm; Engineering; Pattern recognition (psychology); Simulation; Artificial intelligence; Fourier analysis; Mathematics; Radar","score_opus":0.006564888667214054,"score_gpt":0.21291073946753755,"score_spread":0.2063458508003235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210477231","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35553837,0.0003490132,0.64078957,0.0004819768,0.00060304627,0.00030027181,0.00007233939,0.00045501607,0.0014103872],"genre_scores_gemma":[0.9939521,0.00005362372,0.0054860474,0.00014603249,0.00005913645,0.00012068905,0.00009732985,0.000026666024,0.000058367954],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942154,0.0000385314,0.00012315631,0.00015492945,0.00012835787,0.00013348753],"domain_scores_gemma":[0.99969864,0.00011255417,0.000017471424,0.000107550084,0.00001033029,0.00005346449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017952471,0.00011463924,0.00010674909,0.0001083691,0.00017851497,0.000045375768,0.000034361972,0.0000401538,0.000042477477],"category_scores_gemma":[0.00002051743,0.00012482361,0.000021947893,0.00014071297,0.000007734261,0.00010016304,0.000020385016,0.00013914477,0.0000019257711],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021265736,0.000018632241,0.00097607606,0.000045378663,0.000008467794,0.0000016124372,0.0002345422,0.97981495,0.0009187721,0.00076035806,0.00055886066,0.016641064],"study_design_scores_gemma":[0.00029974477,0.00013150477,0.0036168373,0.000011045536,0.000011534404,0.0000044566195,0.00006796324,0.9915576,0.0010657766,0.00015133421,0.0029382,0.00014402068],"about_ca_topic_score_codex":0.00000947879,"about_ca_topic_score_gemma":0.0000071298996,"teacher_disagreement_score":0.6384137,"about_ca_system_score_codex":0.000047385864,"about_ca_system_score_gemma":0.000009543146,"threshold_uncertainty_score":0.5090159},"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":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9654325,0.0004644781,0.033558935,0.000045245484,0.00008633907,0.00012658407,0.000045644778,0.00007365471,0.00016659484],"genre_scores_gemma":[0.9992712,0.00007938484,0.00041782082,0.000022952812,0.0000075396592,0.0000037303294,0.00007385772,0.000016622282,0.00010690645],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931496,0.00002870703,0.00020633602,0.0001584596,0.00018072512,0.00011081267],"domain_scores_gemma":[0.9997429,0.000019899193,0.00004870399,0.00011673788,0.00002193598,0.00004978394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000074555035,0.00011035972,0.0001574238,0.00012281518,0.00015791437,0.000030221652,0.000043353743,0.00004368836,0.00014103699],"category_scores_gemma":[0.000009491695,0.000117358235,0.000033379634,0.00018559519,0.000022013255,0.00021910798,0.000057156376,0.000111077985,0.0000013203401],"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":[0.00013688038,0.00014402297,0.015409985,0.00039286536,0.0002749326,0.000012665751,0.0063624685,0.30369142,0.6438925,0.0025307923,0.0001320658,0.027019385],"study_design_scores_gemma":[0.000372248,0.00007212262,0.026439128,0.000009575123,0.000025975281,0.0000063147772,0.00057624787,0.9712628,0.00069378875,0.00023187659,0.0001660497,0.00014387321],"about_ca_topic_score_codex":0.000021364478,"about_ca_topic_score_gemma":0.00009991129,"teacher_disagreement_score":0.66757137,"about_ca_system_score_codex":0.0000910217,"about_ca_system_score_gemma":0.00002483829,"threshold_uncertainty_score":0.478573},"labels":[],"label_agreement":null},{"id":"W4214776650","doi":"10.1155/2022/5956525","title":"Dynamic Mechanical Response, Cracking Behavior, and Stress Intensity Factors of Cement Mortar Specimens with Open and Closed Flaws","year":2022,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Rock Mechanics and Modeling","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":"Natural Science Foundation of Hebei Province; Department of Education of Hebei Province","keywords":"Materials science; Cracking; Mortar; Ultimate tensile strength; Split-Hopkinson pressure bar; Composite material; Structural engineering; Dynamic loading; Cement; Shear (geology); Digital image correlation; Failure mode and effects analysis; Geotechnical engineering; Geology; Strain rate; Engineering","score_opus":0.017555054020497052,"score_gpt":0.2417807752527356,"score_spread":0.22422572123223855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214776650","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.989311,0.0000759278,0.010191725,0.000023387754,0.000057914553,0.00025289887,0.000047286063,0.000020794525,0.000019106577],"genre_scores_gemma":[0.9989409,0.000047672274,0.00091466977,0.000011730496,0.0000047230856,0.000016270515,0.000038610917,0.0000137572415,0.000011651942],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994896,0.000025769086,0.00013702465,0.00015141285,0.00010636386,0.00008981001],"domain_scores_gemma":[0.9998012,0.000018238685,0.00003234533,0.00008574184,0.000020576828,0.000041849093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014062866,0.00008892448,0.00013619724,0.000047538975,0.00015821427,0.000041158997,0.000049783062,0.000026071471,0.00001256264],"category_scores_gemma":[0.000003612636,0.0000823044,0.000009102793,0.000046501704,0.0000067538126,0.00012564792,0.00017179354,0.00009502742,3.33397e-8],"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":[0.0012755425,0.00014715246,0.009124323,0.00013968533,0.00012873148,0.000023601226,0.0041277134,0.03586032,0.94114596,0.0031432149,0.000036420606,0.0048473654],"study_design_scores_gemma":[0.0011476353,0.00078319595,0.03572775,0.000056862253,0.00010168639,0.000017666722,0.0036484115,0.90071315,0.05683136,0.0005322016,0.00009905553,0.00034104747],"about_ca_topic_score_codex":0.00004039851,"about_ca_topic_score_gemma":0.00010979227,"teacher_disagreement_score":0.8843146,"about_ca_system_score_codex":0.000028900431,"about_ca_system_score_gemma":0.0000109341945,"threshold_uncertainty_score":0.33562762},"labels":[],"label_agreement":null},{"id":"W4225064867","doi":"10.1155/2022/6412120","title":"Whole Body Vibration Exposure among the Tractor Operator during Soil Tillage Operation: An Evaluation using ISO 2631-5 Standard","year":2022,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Effects of Vibration on Health","field":"Medicine","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":"University of Waterloo","funders":"All India Council for Technical Education; University of the Punjab","keywords":"Tractor; Whole body vibration; Acceleration; Vibration; Mathematics; Tillage; Taguchi methods; Environmental science; Statistics; Structural engineering; Acoustics; Physics; Engineering; Automotive engineering","score_opus":0.02435590375442187,"score_gpt":0.3194824617608965,"score_spread":0.29512655800647464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225064867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9915463,0.00030440505,0.0029882768,0.0025237654,0.0003528627,0.001950949,0.000043755514,0.00011028712,0.00017943002],"genre_scores_gemma":[0.9969782,0.000026308082,0.0005752433,0.00084098446,0.0006242591,0.00022059564,0.0005614283,0.000045605382,0.00012736865],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99706805,0.0007322845,0.00050627615,0.00046819923,0.0009670494,0.00025817065],"domain_scores_gemma":[0.9988881,0.000061757266,0.00020349878,0.00041613562,0.00025366084,0.0001768609],"candidate_categories":["sts"],"consensus_categories":[],"category_scores_codex":[0.0013514268,0.00022724536,0.00026899084,0.00016111841,0.0019200679,0.00028732984,0.00009971999,0.00010615574,0.0005888627],"category_scores_gemma":[0.00012687544,0.00018836651,0.000058600017,0.00030296898,0.000062784115,0.0015259128,0.000071415925,0.0003509647,0.000005352082],"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":[0.00083846116,0.0003039005,0.021375787,0.00017064443,0.00006077853,0.000011413478,0.0056835227,0.032440223,0.9351142,0.0004938256,0.00038574144,0.0031215134],"study_design_scores_gemma":[0.004899496,0.0034453343,0.32524547,0.000081554994,0.00025539938,0.00012516094,0.0043641925,0.58822346,0.072023846,0.000118800475,0.0007312879,0.0004859941],"about_ca_topic_score_codex":0.000070206625,"about_ca_topic_score_gemma":0.00019079898,"teacher_disagreement_score":0.86309034,"about_ca_system_score_codex":0.0003615521,"about_ca_system_score_gemma":0.0005677235,"threshold_uncertainty_score":0.9993793},"labels":[],"label_agreement":null},{"id":"W4230718997","doi":"10.1155/2011/164126","title":"Gear Tooth Failure Detection by the Resonance Demodulation Technique and the Instantaneous Power Spectrum Method – A Comparative Study","year":2011,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Gear and Bearing Dynamics 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":"Memorial University of Newfoundland","funders":"University of Tabriz","keywords":"Demodulation; Fault (geology); Vibration; Power (physics); Torque; Engineering; Spectral density; Position (finance); Fault detection and isolation; Computer science; Control theory (sociology); Electronic engineering; Acoustics; Artificial intelligence; Electrical engineering; Physics; Control (management); Telecommunications","score_opus":0.009829528945297665,"score_gpt":0.22315275889361666,"score_spread":0.21332322994831898,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4230718997","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5123787,0.00018068061,0.48625183,0.00006495487,0.000028263785,0.00043311203,0.0000027366436,0.00005069097,0.000609056],"genre_scores_gemma":[0.998738,0.0000218306,0.0011323635,0.000012282197,0.000012783017,0.000033700566,0.0000025823397,0.0000072712437,0.000039186194],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99953204,0.00008781142,0.00011112283,0.00011688714,0.00007653245,0.0000756027],"domain_scores_gemma":[0.999789,0.000038673043,0.00002749268,0.00011419006,0.000015452044,0.0000151753675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025577593,0.00008417862,0.00010380652,0.000032095915,0.00018048844,0.00005160815,0.000043804488,0.000039824983,0.000008088381],"category_scores_gemma":[0.000006018425,0.00005100048,0.00001949863,0.00013112556,0.000032193777,0.00007714291,0.000017715614,0.00011453757,0.0000010443176],"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":[0.0026948836,0.0008301781,0.039068818,0.00022910342,0.0023009544,0.000036580463,0.29157427,0.03490575,0.33012587,0.054376077,0.0012086038,0.2426489],"study_design_scores_gemma":[0.00085201906,0.00028897965,0.034985553,0.000011978521,0.00013833982,0.000047071495,0.0038492072,0.94038135,0.014733698,0.003753226,0.00069462304,0.0002639815],"about_ca_topic_score_codex":0.00013937791,"about_ca_topic_score_gemma":0.00088519836,"teacher_disagreement_score":0.90547556,"about_ca_system_score_codex":0.000015519676,"about_ca_system_score_gemma":0.0000025825873,"threshold_uncertainty_score":0.20797391},"labels":[],"label_agreement":null},{"id":"W4231720120","doi":"10.1155/2018/9689316","title":"Erratum to “Theoretical and Experimental Verification of Dynamic Behaviour of a Guided Spline Arbor Circular Saw”","year":2018,"lang":"en","type":"erratum","venue":"Shock and Vibration","topic":"Contact Mechanics and Variational Inequalities","field":"Computer Science","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 British Columbia; FPInnovations","funders":"","keywords":"Spline (mechanical); Engineering; Mechanical engineering; Computer science; Structural engineering; Engineering drawing","score_opus":0.015813537999368583,"score_gpt":0.2855677648877418,"score_spread":0.26975422688837325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231720120","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16115734,0.0018317557,0.8223511,0.0019409935,0.009117785,0.0011509737,0.00020780553,0.000086213935,0.002156015],"genre_scores_gemma":[0.9928241,0.000058639693,0.0055988915,0.00009079988,0.00016972696,0.000023931443,0.0002134156,0.00001321174,0.0010073252],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987759,0.000058147067,0.00042282025,0.00035332033,0.00027289047,0.00011691647],"domain_scores_gemma":[0.9991522,0.000027706563,0.00022515623,0.00032664885,0.00019677797,0.00007153027],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002557272,0.00016268449,0.00027462078,0.00015572489,0.000063289604,0.00007040006,0.00020504315,0.00019445569,0.00002548411],"category_scores_gemma":[0.0000480362,0.00016149925,0.000046060297,0.00013765568,0.000034266384,0.0001837841,0.00016043398,0.00010821681,0.0000012164144],"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":[0.000026754195,0.000097581054,0.00002304032,0.00010458767,0.000029195699,8.872684e-7,0.0015149722,0.0000015511783,0.04253653,0.9438169,0.011549224,0.00029874712],"study_design_scores_gemma":[0.001657796,0.0030517734,0.0125986235,0.0008363248,0.00019873888,0.00003637368,0.00061490096,0.81920433,0.073885426,0.08131401,0.0051899725,0.0014117148],"about_ca_topic_score_codex":0.00004105263,"about_ca_topic_score_gemma":0.000010113961,"teacher_disagreement_score":0.86250293,"about_ca_system_score_codex":0.000035816567,"about_ca_system_score_gemma":0.00013550794,"threshold_uncertainty_score":0.6585749},"labels":[],"label_agreement":null},{"id":"W4233297469","doi":"10.1155/2009/343048","title":"Design of an Active Anti-Roll Bar for Off-Road Vehicles","year":2009,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Vehicle Dynamics and Control Systems","field":"Engineering","cited_by":20,"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 Laval; Université du Québec à Chicoutimi","funders":"Natural Sciences and Engineering Research Council of Canada; Centre québécois de recherche et de développement de l’aluminium","keywords":"Control theory (sociology); Active suspension; Engineering; Bar (unit); Controller (irrigation); Automobile handling; Suspension (topology); Acceleration; Computer science; Automotive engineering; Control (management); Mathematics; Actuator; Artificial intelligence","score_opus":0.008986640989263276,"score_gpt":0.2143302041534674,"score_spread":0.20534356316420413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233297469","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8832942,0.00020784796,0.11578877,0.000043731117,0.000057040335,0.00029564285,0.00001200828,0.000052159074,0.0002485888],"genre_scores_gemma":[0.9991906,0.00004029585,0.00064464833,0.000019809619,0.000059457932,0.000010182858,0.000015462729,0.000007802892,0.00001173161],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99966013,0.000014456665,0.000116265124,0.000078846395,0.00004721963,0.00008310418],"domain_scores_gemma":[0.9998388,0.00001550045,0.00002337777,0.000067343484,0.000027076634,0.000027891052],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007289972,0.000063834406,0.00011119107,0.000029834579,0.00004144219,0.000020400794,0.000032923374,0.00004996726,0.0000017962607],"category_scores_gemma":[0.0000039580486,0.000061088074,0.00001836911,0.000033199452,0.000005386032,0.00018356324,0.000002002099,0.000026316937,5.0590626e-7],"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":[0.000089399065,0.00003487969,0.00006893167,0.00003831648,0.000031992044,5.2706525e-7,0.0005383772,0.0684737,0.5316335,0.0011538967,0.000049497627,0.39788696],"study_design_scores_gemma":[0.00042701233,0.00020314472,0.010960423,0.000010007204,0.000010046767,0.0000010129714,0.000059108832,0.976262,0.011464601,0.00048684195,0.000041874795,0.00007394584],"about_ca_topic_score_codex":0.0000039724487,"about_ca_topic_score_gemma":0.0000033991234,"teacher_disagreement_score":0.9077883,"about_ca_system_score_codex":0.000008681322,"about_ca_system_score_gemma":0.0000073132637,"threshold_uncertainty_score":0.24910994},"labels":[],"label_agreement":null},{"id":"W4235135930","doi":"10.1155/2012/153204","title":"Prediction of Turbulent Boundary Layer Induced Noise in the Cabin of a BWB Aircraft","year":2012,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Aerodynamics and Acoustics in Jet Flows","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 Victoria","funders":"Fundação para a Ciência e a Tecnologia","keywords":"Boundary layer; Turbulence; Noise (video); Range (aeronautics); Acoustics; Aircraft noise; Sound pressure; Volume (thermodynamics); Flow (mathematics); Boundary (topology); Aerospace engineering; Engineering; Mechanics; Physics; Computer science; Mathematics; Noise reduction","score_opus":0.018040491493636703,"score_gpt":0.22078158587591212,"score_spread":0.20274109438227542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235135930","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99236983,0.00017751943,0.006677452,0.000037969323,0.00015498685,0.00009946727,0.000010432016,0.00001223624,0.0004601176],"genre_scores_gemma":[0.9996121,0.00004175662,0.00022807135,0.0000146875145,0.000070842296,0.0000069733546,0.000014765698,0.0000059699423,0.00000482708],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996487,0.000014504674,0.00014326366,0.000039513685,0.00008004189,0.0000740107],"domain_scores_gemma":[0.9998534,0.00001920044,0.000021890057,0.000077577046,0.000013756859,0.000014181059],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014905269,0.00004850709,0.00006562486,0.00003562856,0.000020083473,0.0000067068113,0.000033109634,0.000047352263,0.0000055431556],"category_scores_gemma":[0.000009148272,0.000037626436,0.000013709536,0.00007052803,0.000012467693,0.000114309674,0.000007935451,0.000070410984,4.5681938e-7],"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":[0.000037710783,0.00025855802,0.045222607,0.0004409048,0.00004837584,0.0000012070597,0.013401853,0.07265978,0.8544724,0.0045532137,0.0009435991,0.007959804],"study_design_scores_gemma":[0.00042182248,0.000100935926,0.26517105,0.000059381564,0.000030229674,0.000005900696,0.00055990054,0.7179202,0.01464468,0.000566927,0.00040265673,0.00011635607],"about_ca_topic_score_codex":0.000013679682,"about_ca_topic_score_gemma":0.000016432708,"teacher_disagreement_score":0.8398277,"about_ca_system_score_codex":0.000012658786,"about_ca_system_score_gemma":0.0000071022446,"threshold_uncertainty_score":0.15343615},"labels":[],"label_agreement":null},{"id":"W4237449581","doi":"10.1155/2013/532913","title":"Vibration Analysis of Thin Plates Resting on Pasternak Foundations by Element free Galerkin Method","year":2013,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","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":"University of Toronto","funders":"","keywords":"Galerkin method; Vibration; Foundation (evidence); Convergence (economics); Boundary value problem; Mathematics; Boundary element method; Boundary (topology); Element (criminal law); Finite element method; Mathematical analysis; Structural engineering; Engineering; Physics; Acoustics","score_opus":0.006954389679673079,"score_gpt":0.2352396207628677,"score_spread":0.22828523108319462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237449581","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25955003,0.00008033247,0.7385073,0.00018004843,0.000057399127,0.00017403727,0.000019890698,0.0000645749,0.0013664408],"genre_scores_gemma":[0.9790274,0.000042523596,0.020345407,0.00005199254,0.000040602517,0.00001665528,0.00042105876,0.000011000833,0.000043395125],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927735,0.000040118524,0.00030094682,0.00014813866,0.00014302236,0.000090425034],"domain_scores_gemma":[0.9995688,0.0000760628,0.0000839727,0.0001775673,0.000060123653,0.00003347656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000979948,0.00010719014,0.00017493172,0.0002451868,0.00009013834,0.0001007614,0.0000614789,0.000050977338,0.00020414662],"category_scores_gemma":[0.000021021548,0.00009866343,0.000057115467,0.0004601752,0.000008161084,0.0003066013,0.00001775591,0.000058356294,0.0000022619467],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000052784058,0.00001482273,0.0024762342,0.000018988196,0.0003952369,7.293862e-8,0.00045665083,0.91410387,0.07197757,0.00095476484,0.0012681382,0.008328381],"study_design_scores_gemma":[0.00013496459,0.000037827936,0.014700648,0.000010572598,0.00027769897,1.7635318e-7,0.0000630106,0.9701005,0.013999343,0.00046938492,0.00010630488,0.0000995216],"about_ca_topic_score_codex":0.00013097968,"about_ca_topic_score_gemma":0.00018358452,"teacher_disagreement_score":0.71947736,"about_ca_system_score_codex":0.000026808331,"about_ca_system_score_gemma":0.000004368501,"threshold_uncertainty_score":0.4023378},"labels":[],"label_agreement":null},{"id":"W4237543162","doi":"10.1155/2013/598490","title":"Fault Identification of Gearbox Degradation with Optimized Wavelet Neural Network","year":2013,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Machine Fault Diagnosis Techniques","field":"Engineering","cited_by":51,"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":"Program for New Century Excellent Talents in University; National Natural Science Foundation of China; University of Alberta; Hubei Provincial Department of Education","keywords":"Morlet wavelet; Wavelet; Vibration; Artificial neural network; Fault (geology); Degradation (telecommunications); Acceleration; SIGNAL (programming language); Engineering; Structural engineering; Computer science; Pattern recognition (psychology); Wavelet transform; Artificial intelligence; Acoustics; Electronic engineering; Discrete wavelet transform; Geology","score_opus":0.005736832888502585,"score_gpt":0.2205907204378937,"score_spread":0.21485388754939114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237543162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89148545,0.00009453063,0.10709314,0.0001378656,0.000060082413,0.00042486077,0.0000030397377,0.0002537735,0.00044724275],"genre_scores_gemma":[0.98852265,0.000060979433,0.011128534,0.000025483336,0.000051404353,0.00009181134,0.000076454875,0.000015325992,0.000027355882],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994917,0.00002000093,0.00020470872,0.00009901479,0.000091312875,0.00009328863],"domain_scores_gemma":[0.9997222,0.000027063383,0.00005485936,0.00011761228,0.00005160665,0.000026648388],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000073895535,0.00008587902,0.000101672325,0.00004561163,0.000037774313,0.0000494306,0.0000432543,0.000048490172,0.000026250045],"category_scores_gemma":[0.000011896326,0.00007365125,0.000013978506,0.00011552404,0.000015526486,0.00031197048,0.000008935914,0.000058205453,0.0000031567286],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008325768,0.00012050622,0.01548736,0.00041528387,0.00013088503,0.0000013270037,0.0008946956,0.5208919,0.28972313,0.004666398,0.013835753,0.15374948],"study_design_scores_gemma":[0.000228596,0.000050904342,0.023755321,0.000020528629,0.00001436126,0.0000019818372,0.000019954388,0.9157331,0.059541456,0.00046462406,0.000057892918,0.00011127882],"about_ca_topic_score_codex":0.000045399593,"about_ca_topic_score_gemma":0.000018773926,"teacher_disagreement_score":0.39484116,"about_ca_system_score_codex":0.000011769734,"about_ca_system_score_gemma":0.000003909325,"threshold_uncertainty_score":0.3003411},"labels":[],"label_agreement":null},{"id":"W4237709553","doi":"10.1155/2010/845609","title":"Study of the Fatigue Life and Weight Optimization of an Automobile Aluminium Alloy Part under Random Road Excitation","year":2010,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","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":"Université du Québec à Chicoutimi","funders":"Natural Sciences and Engineering Research Council of Canada; Centre québécois de recherche et de développement de l’aluminium","keywords":"Aluminium; Structural engineering; Aluminium alloy; Natural frequency; Stiffness; Alloy; Power (physics); Constraint (computer-aided design); Materials science; Spectral density; Acceleration; Bending; Process (computing); Weight function; Engineering; Computer science; Acoustics; Vibration; Mathematics; Composite material; Mechanical engineering; Mathematical analysis; Physics","score_opus":0.054153855056106946,"score_gpt":0.3103697661580754,"score_spread":0.25621591110196845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237709553","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8291294,0.000019849802,0.16996478,0.00008991626,0.00030766855,0.00036662622,0.0000034022169,0.000013160832,0.00010519767],"genre_scores_gemma":[0.9967784,0.000008206074,0.0030670273,0.00002019024,0.000051441344,0.000015111352,0.000005280125,0.0000054314814,0.00004887477],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988057,0.00016021408,0.0003982985,0.00020207961,0.0003669337,0.00006678551],"domain_scores_gemma":[0.9990581,0.0002819504,0.00018750616,0.0002607236,0.00015961993,0.000052059153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00095409417,0.00007874493,0.00016318595,0.00008070693,0.00010797954,0.000053565745,0.00012914413,0.00006779436,0.000037382666],"category_scores_gemma":[0.00070369954,0.00004764307,0.000021107755,0.0002379961,0.000076504606,0.0003374962,0.00003619759,0.00007167612,3.7530447e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000183797,0.00048998476,0.008940421,0.000023908882,0.00003886958,3.3141302e-7,0.0064668744,0.96124697,0.012154097,0.004589831,0.0003609301,0.0055040033],"study_design_scores_gemma":[0.0018720696,0.0003630609,0.098620184,0.00001328814,0.000037978712,0.0000027100673,0.002276166,0.89286226,0.0010557899,0.0027113764,0.00006181663,0.00012330741],"about_ca_topic_score_codex":0.000020481464,"about_ca_topic_score_gemma":0.00006529245,"teacher_disagreement_score":0.16764905,"about_ca_system_score_codex":0.000003110711,"about_ca_system_score_gemma":0.000046443285,"threshold_uncertainty_score":0.19428279},"labels":[],"label_agreement":null},{"id":"W4240289679","doi":"10.1155/2012/919512","title":"Dynamic Response of a Beam Subjected to Moving Load and Moving Mass Supported by Pasternak Foundation","year":2012,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Railway Engineering and Dynamics","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":"Concordia University","funders":"","keywords":"Moving load; Deflection (physics); Bending moment; Bending stiffness; Shear and moment diagram; Partial differential equation; Beam (structure); Structural engineering; Stiffness; Dynamic load testing; Structural dynamics; Added mass; Differential equation; Mechanics; Mathematics; Mathematical analysis; Physics; Engineering; Classical mechanics; Finite element method; Vibration; Acoustics","score_opus":0.004406798928866049,"score_gpt":0.20540663803213752,"score_spread":0.20099983910327146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4240289679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8056052,0.0001644457,0.19381984,0.000022214657,0.00012465315,0.000096322605,0.000012873895,0.00010394076,0.000050554925],"genre_scores_gemma":[0.99738485,0.00003604636,0.0023710278,0.0000117688305,0.000022020167,0.000008351319,0.000050858718,0.000022621143,0.00009245779],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99944615,0.000017334905,0.00017017554,0.000098328885,0.000101047786,0.00016697761],"domain_scores_gemma":[0.99971545,0.00005048789,0.000025317451,0.000094986906,0.00002760286,0.00008618495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019669408,0.00010731532,0.000109605084,0.00008912094,0.000039334624,0.000035020163,0.000029417635,0.000064220025,0.0000065594068],"category_scores_gemma":[0.000050833984,0.00011699998,0.000013057931,0.000119575685,0.0000097164075,0.00030759405,0.000014328871,0.0000608893,0.0000024810042],"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":[0.00008454199,0.000009309516,0.004099588,0.00007729285,0.000017009332,3.1039647e-7,0.00092064595,0.012788803,0.97810394,0.000030106918,0.000046901234,0.0038215423],"study_design_scores_gemma":[0.00041153296,0.00012004826,0.09961386,0.0000625229,0.000024552259,0.000008345351,0.00021367644,0.8606894,0.03823787,0.000032188407,0.0003071293,0.00027890067],"about_ca_topic_score_codex":0.000015261321,"about_ca_topic_score_gemma":0.000011673133,"teacher_disagreement_score":0.93986607,"about_ca_system_score_codex":0.00005970025,"about_ca_system_score_gemma":0.000011468207,"threshold_uncertainty_score":0.47711208},"labels":[],"label_agreement":null},{"id":"W4242291329","doi":"10.1155/2011/940461","title":"Clustered Natural Frequencies in Multi-Span Beams with Constrained Characteristic Functions","year":2011,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Composite Structure Analysis and Optimization","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":"Concordia University","funders":"","keywords":"Midpoint; Span (engineering); Boundary value problem; Beam (structure); Mathematics; Mathematical analysis; Bending moment; Symmetry (geometry); Compatibility (geochemistry); Normal mode; Structural engineering; Geometry; Physics; Engineering; Vibration; Acoustics","score_opus":0.013052078571647589,"score_gpt":0.1922137355172942,"score_spread":0.17916165694564662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242291329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7599033,0.00010646,0.2386334,0.000019023373,0.0001273653,0.0001258115,0.000007115437,0.0000888599,0.0009886592],"genre_scores_gemma":[0.99529845,0.000015804277,0.0044883504,0.000018392866,0.000022349388,0.000006468905,0.00009659545,0.0000076264314,0.00004595031],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996651,0.000009171029,0.00011393381,0.000091222115,0.000040997387,0.0000795947],"domain_scores_gemma":[0.99986625,0.0000066110597,0.000019168037,0.000062800726,0.000022109483,0.000023046596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000021622242,0.000079559955,0.00008875388,0.00007985136,0.000047795387,0.000027959935,0.000022366561,0.00003347928,0.000043665026],"category_scores_gemma":[0.0000034182476,0.00006530681,0.0000134787715,0.000120056015,0.000020269446,0.00018438476,0.0000051646716,0.00006570866,0.0000015152459],"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":[0.0005928335,0.0003151724,0.27054265,0.00051242136,0.0007567582,0.000056621677,0.039821498,0.28290254,0.33596563,0.0034036546,0.0003164834,0.06481373],"study_design_scores_gemma":[0.0004696263,0.00005136763,0.27643317,0.000022721644,0.000035386067,0.000009783745,0.0002618799,0.7209794,0.0015037825,0.000042132146,0.000029170635,0.00016160353],"about_ca_topic_score_codex":0.000032941494,"about_ca_topic_score_gemma":0.00058421865,"teacher_disagreement_score":0.43807682,"about_ca_system_score_codex":0.000018109611,"about_ca_system_score_gemma":0.0000068787244,"threshold_uncertainty_score":0.26631346},"labels":[],"label_agreement":null},{"id":"W4242866704","doi":"10.1155/2012/628029","title":"Effects of Strain Rates on Kinetics of Elements of Repeated Pattern Structures: A Continuous Modeling Approach","year":2012,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Analysis of Composite Materials","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":"Inflatable; Vibration; Kinetic energy; Work (physics); Strain energy; Lattice (music); Structural engineering; Engineering; Mechanical engineering; Physics; Classical mechanics; Finite element method; Acoustics","score_opus":0.008418849566574377,"score_gpt":0.22006397573067182,"score_spread":0.21164512616409745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242866704","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97590774,0.00014818007,0.023667926,0.000001584127,0.000056129964,0.00012815252,0.000014604445,0.000014640594,0.000061064784],"genre_scores_gemma":[0.99855816,0.000013272513,0.0013332842,0.0000033879421,0.000033645287,0.0000025864383,0.000045976485,0.0000086061045,0.0000011021177],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994356,0.000027070822,0.0002929678,0.000060524853,0.000100039346,0.00008381097],"domain_scores_gemma":[0.9997539,0.000024246116,0.000086558364,0.00007812232,0.000035709876,0.000021485199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000050144048,0.00008517635,0.0002131624,0.000060250564,0.000008359998,0.0000071731506,0.00003981601,0.000041159994,0.0000067185015],"category_scores_gemma":[0.0000130276,0.00007016672,0.000027105565,0.00005246816,0.000011628313,0.00007470803,0.000011586625,0.000025543473,9.0987676e-8],"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":[0.000015572045,0.000014854297,0.00114678,0.00036232712,0.000057278525,4.713902e-8,0.00030855773,0.034992825,0.96115226,0.00009973301,0.0000020779748,0.0018476658],"study_design_scores_gemma":[0.00024213444,0.00006814358,0.007832117,0.000036251506,0.00004658309,4.476494e-7,0.00004183902,0.14627829,0.84524137,0.00015351936,4.1713665e-7,0.000058920345],"about_ca_topic_score_codex":0.000011404799,"about_ca_topic_score_gemma":6.1640293e-7,"teacher_disagreement_score":0.11591094,"about_ca_system_score_codex":0.0000056193,"about_ca_system_score_gemma":0.0000012090347,"threshold_uncertainty_score":0.2861316},"labels":[],"label_agreement":null},{"id":"W4243297247","doi":"10.1155/2012/461202","title":"Loading on a Rigid Target from Close Proximity Underwater Explosions","year":2012,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Ultrasound and Cavitation Phenomena","field":"Materials Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Defence Research and Development Canada","funders":"","keywords":"Bubble; Impulse (physics); Underwater explosion; Computational fluid dynamics; Underwater; Mechanics; Eulerian path; Marine engineering; Geology; Structural engineering; Physics; Engineering; Classical mechanics","score_opus":0.020896577448201125,"score_gpt":0.24845339061362415,"score_spread":0.22755681316542303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243297247","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98921865,0.00006500565,0.008901914,0.0002507618,0.00028168733,0.00011525998,0.00003769152,0.00004791296,0.0010810867],"genre_scores_gemma":[0.9965006,0.0000074627683,0.002521879,0.00040577413,0.00026525822,0.00002092196,0.00007882455,0.000007715808,0.00019153237],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993863,0.000052360912,0.00011933367,0.00015261385,0.00012109265,0.00016829831],"domain_scores_gemma":[0.9996947,0.00005910129,0.000041677686,0.00010154911,0.000016345813,0.00008663426],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012663435,0.000081877384,0.0000768802,0.0000285633,0.00019793356,0.000087374065,0.000041985768,0.000039255632,0.00054552197],"category_scores_gemma":[0.000020607204,0.00006365608,0.000017546457,0.000043282576,0.00002400764,0.00074802665,0.000018159939,0.000045315483,0.00021908163],"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":[0.000025248277,0.00008934984,0.0037196446,0.0000057660727,0.000003058495,1.4661343e-7,0.002442266,0.000010350786,0.9859085,0.0071954424,0.00034402366,0.00025620294],"study_design_scores_gemma":[0.0005075138,0.000137527,0.016509926,0.00003371089,0.000020887124,0.0000017168115,0.00094859494,0.00023842932,0.93754816,0.03840824,0.005352985,0.00029228505],"about_ca_topic_score_codex":0.000014650578,"about_ca_topic_score_gemma":0.0000041274366,"teacher_disagreement_score":0.048360314,"about_ca_system_score_codex":0.000021264028,"about_ca_system_score_gemma":0.000011267634,"threshold_uncertainty_score":0.5973083},"labels":[],"label_agreement":null},{"id":"W4247311815","doi":"10.1155/2011/248457","title":"Deformation and Rupture of Thin Steel Plates due to Cumulative Loading from Underwater Shock and Bubble Collapse","year":2011,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Response to Dynamic Loads","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":"Royal Canadian Navy; Defence Research and Development Canada","funders":"","keywords":"Bubble; Shock (circulatory); Materials science; Tearing; Detonation; Explosive material; Underwater explosion; Composite material; Deformation (meteorology); Shock wave; Structural engineering; RADIUS; Mechanics; Physics; Engineering","score_opus":0.013755464672563488,"score_gpt":0.21342199257588146,"score_spread":0.19966652790331796,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247311815","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9901847,0.000168369,0.0090038385,0.000025186953,0.00006723335,0.00016932591,0.000022886366,0.000045621055,0.000312786],"genre_scores_gemma":[0.9968719,0.000024139848,0.0029658629,0.000028249377,0.000020756324,0.00000463076,0.000024923072,0.000011276015,0.00004829842],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99953693,0.000019048835,0.00015964333,0.00011354189,0.00007359713,0.00009725867],"domain_scores_gemma":[0.9997735,0.000048567865,0.000029533283,0.00006860957,0.000023735505,0.000056045785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000054877717,0.000108930624,0.00013239888,0.00007343649,0.00005326314,0.000034064156,0.000028153783,0.000083175335,0.000030144214],"category_scores_gemma":[0.000018247289,0.00009133099,0.000009930712,0.000068209716,0.000020530522,0.00039527108,0.000029723742,0.000058684454,0.0000021322442],"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":[0.0012807422,0.000031623887,0.024919443,0.0005385864,0.00033975736,0.000015664114,0.15742752,0.028135965,0.7504913,0.00472266,0.00036737003,0.031729326],"study_design_scores_gemma":[0.00083475927,0.00017276163,0.2745518,0.00010526221,0.000045599256,0.000022183463,0.0016956103,0.56735003,0.14753774,0.007286833,0.00006453565,0.00033288228],"about_ca_topic_score_codex":0.00012578603,"about_ca_topic_score_gemma":0.000110023604,"teacher_disagreement_score":0.6029536,"about_ca_system_score_codex":0.000025991332,"about_ca_system_score_gemma":0.000006991733,"threshold_uncertainty_score":0.37243697},"labels":[],"label_agreement":null},{"id":"W4248425046","doi":"10.1155/2013/237805","title":"A Novel Damage Detection Algorithm using Time-Series Analysis-Based Blind Source Separation","year":2013,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Structural Health Monitoring Techniques","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":"University of Waterloo","funders":"","keywords":"Modal; Blind signal separation; Algorithm; Series (stratigraphy); Modal analysis; Vibration; Computer science; Operational Modal Analysis; Identification (biology); SIGNAL (programming language); Acoustics; Materials science; Physics","score_opus":0.015315362327790233,"score_gpt":0.2779150229428957,"score_spread":0.2625996606151055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248425046","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.50880766,0.000016189402,0.49067828,0.000012534244,0.00006501334,0.00014514789,0.0000021002547,0.00024871647,0.00002437422],"genre_scores_gemma":[0.9280918,0.0000047814215,0.07162829,0.000015332042,0.00014980433,0.000027558113,0.00003481724,0.000016018532,0.0000315908],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99946713,0.000016134894,0.00016726296,0.00012809812,0.000095603435,0.00012577295],"domain_scores_gemma":[0.9997352,0.000018363678,0.000038018523,0.00011140185,0.000049764116,0.000047269798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000059665657,0.000107985754,0.000115148054,0.00018788222,0.00013364792,0.000093722854,0.000032337724,0.00009239485,0.000027154243],"category_scores_gemma":[0.000007535693,0.00010926799,0.000029804876,0.00033396523,0.000015341557,0.0005137602,0.000008851398,0.00007991302,0.000006312844],"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":[0.000031006963,0.00001622556,0.0011946236,0.0001079048,0.00011809611,4.0386746e-7,0.00042926485,0.15683404,0.6638559,0.000020818505,0.00007284497,0.17731887],"study_design_scores_gemma":[0.00013064907,0.000037527127,0.016893432,0.000007942054,0.00004890705,0.0000018323492,0.000018228364,0.9070905,0.07551978,0.00007153873,0.00007052131,0.000109134264],"about_ca_topic_score_codex":0.00015416049,"about_ca_topic_score_gemma":0.000025182853,"teacher_disagreement_score":0.7502565,"about_ca_system_score_codex":0.00006581703,"about_ca_system_score_gemma":0.000009996674,"threshold_uncertainty_score":0.44558194},"labels":[],"label_agreement":null},{"id":"W4248564514","doi":"10.1155/2010/624958","title":"Failure Mode Transition in Air-Backed Plates from Near Contact Underwater Explosions","year":2010,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Ultrasound and Cavitation Phenomena","field":"Materials Science","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":"Defence Research and Development Canada","funders":"","keywords":"Tearing; Failure mode and effects analysis; Enhanced Data Rates for GSM Evolution; Materials science; Shock (circulatory); Finite element method; Bubble; Structural engineering; Shear (geology); Mechanics; Deformation (meteorology); Gauge (firearms); Material failure theory; Composite material; Physics; Engineering; Metallurgy","score_opus":0.00802105873589638,"score_gpt":0.22596828503555405,"score_spread":0.21794722629965768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248564514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953033,0.000009453772,0.0033066834,0.0008958668,0.00014385874,0.00011591644,0.000055501216,0.0000560929,0.000113354],"genre_scores_gemma":[0.9967073,0.0000046489463,0.0026905446,0.00026324674,0.00007233512,0.00001765132,0.00021521267,0.0000078325365,0.0000212054],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994206,0.00003515178,0.00015114262,0.00018450189,0.00009265969,0.00011593809],"domain_scores_gemma":[0.99975723,0.000053749583,0.000032187716,0.00008814243,0.000020481344,0.00004818554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006899358,0.0000831958,0.00009196156,0.00003228002,0.00013854566,0.00008229025,0.000044655382,0.00007385349,0.0005236103],"category_scores_gemma":[0.000009060307,0.000070609036,0.00001733062,0.0000531425,0.000032683678,0.00055914186,0.0000072311154,0.000092633185,0.000053587806],"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":[0.000026313886,0.00003041683,0.0004912501,0.0000038475696,0.0000014713869,6.226027e-7,0.0042824047,0.00017810574,0.9938038,0.0010554285,0.00005381928,0.00007249432],"study_design_scores_gemma":[0.0021454275,0.00019862555,0.04442126,0.00005642781,0.000029677112,0.0000064193314,0.0041479035,0.01807492,0.8720235,0.057525534,0.00086444063,0.0005058158],"about_ca_topic_score_codex":0.00017909755,"about_ca_topic_score_gemma":0.0013358584,"teacher_disagreement_score":0.12178028,"about_ca_system_score_codex":0.000009898489,"about_ca_system_score_gemma":0.000023358392,"threshold_uncertainty_score":0.5733165},"labels":[],"label_agreement":null},{"id":"W4250164621","doi":"10.1155/2011/178594","title":"In-Plane free Vibration Analysis of an Annular Disk with Point Elastic Support","year":2011,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Railway Engineering and Dynamics","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":"Concordia University","funders":"","keywords":"Vibration; Normal mode; Enhanced Data Rates for GSM Evolution; Isotropy; Boundary (topology); Point (geometry); Boundary value problem; Finite element method; Mathematical analysis; Geometry; Rayleigh–Ritz method; Plane (geometry); Mathematics; Mode (computer interface); Physics; Optics; Acoustics; Engineering","score_opus":0.005437071933429365,"score_gpt":0.1818931196955606,"score_spread":0.17645604776213122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4250164621","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8064954,0.000018157494,0.1927467,0.000006013346,0.00004750835,0.00005625485,0.000025511423,0.000059364866,0.0005450581],"genre_scores_gemma":[0.99627614,0.000016311587,0.0034890873,0.000007898813,0.000016809587,0.0000052805362,0.00016441838,0.0000125259185,0.00001153578],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99955857,0.000008310712,0.00015839342,0.00010415625,0.000077129574,0.00009344177],"domain_scores_gemma":[0.9997446,0.000010060758,0.000022132806,0.00016453394,0.000016638505,0.000042062326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000060447168,0.00008834857,0.00014309118,0.00022706995,0.0000156507,0.000012255965,0.00004600078,0.0000494881,0.00004007871],"category_scores_gemma":[0.000006719419,0.00007985918,0.000017853357,0.00030162866,0.000012028513,0.0003753518,0.000006635148,0.000053146192,9.208853e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000091611786,0.000094863455,0.022738812,0.00013117,0.00033240148,0.00001787666,0.004094063,0.95053786,0.017683107,0.003097429,0.00004462468,0.0011361862],"study_design_scores_gemma":[0.00023368276,0.00019334294,0.13631439,0.000008883889,0.0001400747,0.0000032529706,0.000094689654,0.85835785,0.004281361,0.0002355273,0.000009754609,0.00012718927],"about_ca_topic_score_codex":0.00004114178,"about_ca_topic_score_gemma":0.00041498197,"teacher_disagreement_score":0.1897807,"about_ca_system_score_codex":0.000012315643,"about_ca_system_score_gemma":0.000007009163,"threshold_uncertainty_score":0.32565627},"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":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87724686,0.0000052422483,0.12154148,0.00003264935,0.000059129983,0.00018043003,0.0000048768525,0.000118491575,0.0008108454],"genre_scores_gemma":[0.9934054,0.0000057079724,0.0061653843,0.00009111799,0.00014013259,0.000023341485,0.00011711142,0.00002428234,0.00002749379],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993618,0.000028503982,0.00019588176,0.00015658134,0.00013073997,0.00012647173],"domain_scores_gemma":[0.99960166,0.000026358817,0.000047341313,0.00017943836,0.00004624772,0.00009894236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006292541,0.00013246218,0.00014829868,0.0001142067,0.000073757714,0.00008150347,0.000065915,0.0000656527,0.00009469276],"category_scores_gemma":[0.00000894083,0.00011100601,0.000027205237,0.000114438735,0.00002497574,0.000896767,0.0000091534275,0.000086037515,0.000015647047],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011380285,0.00021694734,0.012102456,0.00026848866,0.00021877917,0.000008064594,0.0023866056,0.5264845,0.4013448,0.0015597767,0.000053823675,0.055241954],"study_design_scores_gemma":[0.00033153922,0.00059841224,0.033085097,0.000022200242,0.00003119244,7.9224725e-7,0.00011083981,0.9313219,0.03424336,0.00008471944,0.000012037428,0.00015790224],"about_ca_topic_score_codex":0.000028866858,"about_ca_topic_score_gemma":0.00012428801,"teacher_disagreement_score":0.4048374,"about_ca_system_score_codex":0.00001467779,"about_ca_system_score_gemma":0.000022117287,"threshold_uncertainty_score":0.45266938},"labels":[],"label_agreement":null},{"id":"W4252491403","doi":"10.1155/2010/798069","title":"Structural Health Monitoring System Using Piezoelectric Networks with Tuned Lamb Waves","year":2010,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Ultrasonics and Acoustic Wave Propagation","field":"Engineering","cited_by":9,"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":"Instituto Superior Técnico; Fundação para a Ciência e a Tecnologia; University of Victoria","keywords":"Rivet; Stringer; Structural health monitoring; Acoustics; Lamb waves; Classification of discontinuities; Interference (communication); Noise (video); Structural engineering; Dispersion (optics); Piezoelectric sensor; Piezoelectricity; Engineering; Materials science; Computer science; Surface wave; Optics; Physics; Electrical engineering; Mathematics","score_opus":0.00770467037157034,"score_gpt":0.20768214289407796,"score_spread":0.19997747252250764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4252491403","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80206716,0.00018381093,0.19708484,0.000013419286,0.00037446487,0.00010995835,0.0000012197597,0.000114475966,0.000050642368],"genre_scores_gemma":[0.99488246,0.000024302748,0.004685895,0.000004771841,0.00036568884,0.0000033504891,0.0000113960405,0.00001783507,0.0000042988163],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952817,0.000009710032,0.0001230571,0.0001021805,0.00007816974,0.00015870428],"domain_scores_gemma":[0.9998032,0.000014756873,0.00003533321,0.000070199174,0.000023722961,0.000052790077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007133574,0.000092687405,0.00009480741,0.000042444502,0.00016177261,0.00007919689,0.00002645754,0.000051502782,0.0000018047172],"category_scores_gemma":[0.0000035644052,0.000077224744,0.000009878108,0.000115023366,0.000008781707,0.00016695511,0.0000051280745,0.00015489811,3.456988e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003613539,0.000009424915,0.011236835,0.0004861453,0.00006328927,0.0000034285486,0.0007311901,0.60149974,0.29646057,0.0022471272,0.000025333422,0.08720079],"study_design_scores_gemma":[0.00013756237,0.00004267833,0.004655658,0.000042691183,0.000008950042,0.000020976526,0.000086676475,0.99150634,0.0033767584,0.000020279791,0.0000051797338,0.00009627352],"about_ca_topic_score_codex":0.000023482657,"about_ca_topic_score_gemma":0.000016261334,"teacher_disagreement_score":0.3900066,"about_ca_system_score_codex":0.000038300925,"about_ca_system_score_gemma":0.000019805537,"threshold_uncertainty_score":0.31491336},"labels":[],"label_agreement":null},{"id":"W4253361393","doi":"10.1155/2009/692560","title":"Identification of Friction Parameters for Limited Relative Displacement Contacts","year":2009,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Brake Systems and Friction 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; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Shaker; Displacement (psychology); Vibration; Nonlinear system; Control theory (sociology); Amplitude; Identification (biology); Dry friction; Engineering; Computer science; Control (management); Physics; Materials science; Acoustics","score_opus":0.012491404905024006,"score_gpt":0.22781777018184218,"score_spread":0.21532636527681817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253361393","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31556413,0.00010698233,0.6833827,0.00012372964,0.00015148813,0.00024634902,0.000008138858,0.000057699675,0.00035878533],"genre_scores_gemma":[0.99938464,0.000042479416,0.0003907119,0.000016433447,0.000022807033,0.0000151420745,0.000040036888,0.000004122732,0.00008364045],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995924,0.000011201286,0.00021192529,0.000076425094,0.000055754626,0.000052258234],"domain_scores_gemma":[0.9997998,0.000020176898,0.000059369664,0.00006096499,0.00003862438,0.000021055343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000083505576,0.000052583517,0.00008416143,0.000072984345,0.000048894144,0.000019149162,0.000014111668,0.000042185275,0.0000029674984],"category_scores_gemma":[0.000013469633,0.00005067759,0.00003336303,0.00011068211,0.000004606283,0.0002185829,0.0000011949162,0.000024244828,0.0000011857335],"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":[0.00013844437,0.00012483365,0.001875482,0.00021580353,0.00034968325,2.4394177e-7,0.003924619,0.07250129,0.8152177,0.056105755,0.0022894072,0.047256783],"study_design_scores_gemma":[0.00057778915,0.00019545027,0.035126902,0.000027101642,0.00010581497,8.7151494e-7,0.00038511757,0.8976697,0.06343621,0.001425107,0.00089851324,0.00015145219],"about_ca_topic_score_codex":0.0000043746622,"about_ca_topic_score_gemma":0.0000064111573,"teacher_disagreement_score":0.8251684,"about_ca_system_score_codex":0.000023252287,"about_ca_system_score_gemma":0.0000024071182,"threshold_uncertainty_score":0.20665722},"labels":[],"label_agreement":null},{"id":"W4320893537","doi":"10.1155/2023/5795266","title":"The Influence of the Load Type on the Center Frequency Tuning of the Variable-Flux Biaxial Energy Harvester","year":2023,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Innovative Energy Harvesting Technologies","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":"Center frequency; Resistive touchscreen; Physics; Electromagnetic coil; Electrical engineering; Magnet; Capacitive sensing; Energy (signal processing); Stiffness; Center (category theory); Flux (metallurgy); Power (physics); Acoustics; Control theory (sociology); Engineering; Structural engineering; Materials science; Computer science; Quantum mechanics; Control (management)","score_opus":0.012887574564088435,"score_gpt":0.20329719825588216,"score_spread":0.19040962369179373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320893537","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961889,0.00002860532,0.00058179063,0.0006214522,0.00031123334,0.00007484888,0.000004800252,0.00010243562,0.0020859386],"genre_scores_gemma":[0.99944663,0.000023074761,0.00007093837,0.00008853929,0.000031090603,0.000009828179,0.0000020458917,0.000010458184,0.00031736706],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994317,0.000064915104,0.00016533218,0.00007720777,0.00014746297,0.000113349386],"domain_scores_gemma":[0.99932075,0.00020330504,0.000067375266,0.00031670637,0.000086680906,0.0000052021574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002565689,0.00008120217,0.000063679145,0.00002732866,0.00019674526,0.000044961766,0.00028010187,0.000057190817,0.0000032871997],"category_scores_gemma":[0.00044371968,0.000035409656,0.000020257834,0.00062106113,0.00013573113,0.00015780234,0.000108826986,0.00013249068,0.0000012659033],"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":[0.000020815503,0.00001023708,0.008216144,0.000035295707,0.00005249358,2.6214957e-7,0.00046728237,0.069432124,0.3810188,0.53748643,0.0014985909,0.0017615055],"study_design_scores_gemma":[0.00045304967,0.00017725206,0.36990994,0.0005682776,0.000029470419,0.0000046527744,0.0005660876,0.035460953,0.54279715,0.038577594,0.011114665,0.00034091348],"about_ca_topic_score_codex":0.000046385918,"about_ca_topic_score_gemma":0.00004935564,"teacher_disagreement_score":0.49890885,"about_ca_system_score_codex":0.000020469683,"about_ca_system_score_gemma":0.000031011525,"threshold_uncertainty_score":0.15132253},"labels":[],"label_agreement":null},{"id":"W4392725740","doi":"10.1155/2024/6686238","title":"A Multifactor Combination Optimization Design Based on Orthogonality for a Two‐Degree‐of‐Freedom Floating Machine Gun Vibration System","year":2024,"lang":"en","type":"article","venue":"Shock and Vibration","topic":"Hydraulic and Pneumatic Systems","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":"Impact","funders":"National Natural Science Foundation of China","keywords":"Orthogonality; Vibration; Degree (music); Structural engineering; Computer science; Engineering; Control theory (sociology); Mathematics; Acoustics; Physics; Artificial intelligence","score_opus":0.0273964747598877,"score_gpt":0.24498349147888596,"score_spread":0.21758701671899827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392725740","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0077086207,0.00013509202,0.98973763,0.000059563263,0.0005465197,0.0008976983,0.0000622127,0.00034368408,0.0005089897],"genre_scores_gemma":[0.9726112,0.000004485682,0.02677467,0.000012081628,0.000121977915,0.00008694527,0.00034271932,0.000033552584,0.000012363998],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989958,0.00010238151,0.00041769195,0.00019644933,0.00016402917,0.00012367939],"domain_scores_gemma":[0.99934006,0.0003425368,0.00007069816,0.0001319308,0.000068789224,0.000045973542],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004819926,0.00016208002,0.00019844725,0.0001451256,0.000103426704,0.00010303227,0.00004675326,0.00009492155,0.00001583191],"category_scores_gemma":[0.00006314712,0.00014878112,0.000053529824,0.00018910762,0.000013322155,0.0002837018,0.0000056841895,0.00006864309,0.0000064402234],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003279602,0.000017918961,0.00009402602,0.0011562599,0.000023371867,4.7263578e-7,0.00038369285,0.98730004,0.0041384636,0.0026746304,0.00008301756,0.0040953318],"study_design_scores_gemma":[0.0006223047,0.00013732599,0.00017490382,0.0004331029,0.000033432258,0.0000024325063,0.00009098292,0.99562705,0.0026367381,0.000043457796,0.000053784894,0.00014451247],"about_ca_topic_score_codex":0.00002695526,"about_ca_topic_score_gemma":0.00001601391,"teacher_disagreement_score":0.9649026,"about_ca_system_score_codex":0.00008085859,"about_ca_system_score_gemma":0.000034689485,"threshold_uncertainty_score":0.60671186},"labels":[],"label_agreement":null}]}