{"meta":{"query_hash":"93115c2758ab","filters":{"topic":"Structural Analysis and Optimization"},"cohort_total":412,"direct_labels_cover":0,"predictions_cover":412,"exported":412,"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/93115c2758ab","api":"https://metacan.xera.ac/api/v1/cohort?topic=Structural+Analysis+and+Optimization"},"results":[{"id":"W1017422932","doi":"10.1007/978-94-015-9514-8_42","title":"Controlling the Performance and the Deployment Parameters of a Self-Locking Satellite Boom","year":2000,"lang":"en","type":"book-chapter","venue":"Solid mechanics and its applications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Boom; Hinge; Satellite; Software deployment; Moment (physics); Engineering; Aerospace engineering; Structural engineering; Computer science; Physics; Classical mechanics","score_opus":0.00727216951169784,"score_gpt":0.18790995540435282,"score_spread":0.18063778589265497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1017422932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7433742,0.00044020257,0.22322306,0.00027979174,0.00007920001,0.000035174296,0.00008400428,0.00085424987,0.031630095],"genre_scores_gemma":[0.9864145,0.00014012729,0.008895752,0.0000261701,0.0000146285265,0.000010468445,0.000029544575,0.00008796322,0.004380933],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999633,0.000007952578,0.0000014195692,0.0000078214925,0.000012564597,0.0000070169604],"domain_scores_gemma":[0.9998982,0.000052807227,0.000012489247,0.000013681297,0.000016787551,0.000005979276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015327084,0.0003113719,0.00014612834,0.0001269958,0.00016247763,0.00027189267,0.0003079262,0.00026090784,0.0012363777],"category_scores_gemma":[0.0004850823,0.00012510957,0.00006462227,0.00011974852,0.0002659114,0.00048095925,0.00017707425,0.00023650173,0.0004013421],"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":[0.00044842152,0.00007213548,0.0021822536,0.000113060734,0.000024684077,0.00007540832,0.00020102884,0.15827587,0.709347,0.0058540604,0.0014432794,0.1219628],"study_design_scores_gemma":[0.00006351022,0.0006477462,0.005455101,0.00003190481,0.000042369353,0.00020631764,0.000115358496,0.7046898,0.27662274,0.0052090576,0.0068783504,0.000037761034],"about_ca_topic_score_codex":0.00030029038,"about_ca_topic_score_gemma":0.0004408684,"teacher_disagreement_score":0.0012363777,"about_ca_system_score_codex":0.00011610907,"about_ca_system_score_gemma":0.000078438265,"threshold_uncertainty_score":0.0041360855},"labels":[],"label_agreement":null},{"id":"W10714034","doi":"10.1007/978-90-481-3299-7_30","title":"Nautilus Shell Architecture","year":2009,"lang":"en","type":"book-chapter","venue":"Topics in geobiology","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Nautilus; Shell (structure); Architecture; Geology; Materials science; Art; Paleontology; Composite material; Visual arts","score_opus":0.006907069579577609,"score_gpt":0.1890201881462011,"score_spread":0.18211311856662352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W10714034","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0044000815,0.0030851713,0.063398324,0.00063758105,0.0007151078,0.000047635058,0.0003137561,0.0015086571,0.9258937],"genre_scores_gemma":[0.028613465,0.0031716672,0.031107036,0.00015443894,0.000088090615,0.00006281758,0.00045084287,0.0007729057,0.9355787],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9998914,0.000007564368,0.00000366438,0.000020265068,0.000066261186,0.000010786946],"domain_scores_gemma":[0.9999429,0.0000056262893,0.0000028972513,0.000016025027,0.000022949844,0.000009567465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016063034,0.00067020836,0.00031218724,0.0006872182,0.0008542777,0.0013024786,0.00065773167,0.00051219465,0.044513416],"category_scores_gemma":[0.00028850604,0.0003897742,0.00026964312,0.0004331702,0.000528566,0.001569478,0.0013446022,0.00083074655,0.015886363],"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":[0.000042007094,0.000019625193,0.00022672434,0.00018773097,0.00000795749,0.00011483144,0.00027567483,0.0052688853,0.011563885,0.3988055,0.14438365,0.4391036],"study_design_scores_gemma":[0.000002540948,0.00001153366,0.00019410336,0.00005904758,0.000003340596,0.00021172063,0.000040260424,0.0025476548,0.0027429669,0.027674966,0.9665033,0.000008580036],"about_ca_topic_score_codex":0.0022401805,"about_ca_topic_score_gemma":0.0046034874,"teacher_disagreement_score":0.044513416,"about_ca_system_score_codex":0.0008119162,"about_ca_system_score_gemma":0.00074846257,"threshold_uncertainty_score":0.14891219},"labels":[],"label_agreement":null},{"id":"W111707551","doi":"","title":"Effective length factors for solid round chord members of guyed towers.","year":2000,"lang":"en","type":"article","venue":"Scholarship at UWindsor (University of Windsor)","topic":"Structural Analysis and Optimization","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":true,"ca_institutions":"University of Windsor","funders":"","keywords":"Chord (peer-to-peer); Geology; Computer science; Engineering; Structural engineering; Mathematics","score_opus":0.009224893914062858,"score_gpt":0.20377099107230137,"score_spread":0.1945460971582385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W111707551","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90283066,0.00045605656,0.077268384,0.000040961717,0.00003981171,0.000058698562,0.00023037616,0.0001406456,0.01893441],"genre_scores_gemma":[0.99225205,0.0000645132,0.0059772315,0.0000042510464,0.000004945288,0.000012514055,0.00012466295,0.000026665199,0.0015330458],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990951,0.00010230326,0.000043088552,0.00009613499,0.00055427273,0.00010905059],"domain_scores_gemma":[0.99736494,0.0010735415,0.0005385726,0.00017659208,0.0006303738,0.00021593658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086399546,0.00043023808,0.00016597516,0.001227984,0.0003844236,0.00053065264,0.0005642696,0.00041265352,0.005066647],"category_scores_gemma":[0.0034776393,0.00028255914,0.00024387494,0.00031425725,0.00069253345,0.0006529438,0.00044416313,0.00020986288,0.000966368],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016046007,0.00016601759,0.077913545,0.00066747103,0.00009036383,0.0012718096,0.0014536883,0.35350135,0.3596819,0.016343141,0.0019558566,0.18535025],"study_design_scores_gemma":[0.00018778107,0.0028615952,0.21382032,0.00024829403,0.00018892979,0.0022495314,0.002616099,0.44259045,0.29690754,0.013854165,0.024179501,0.00029581378],"about_ca_topic_score_codex":0.0013618714,"about_ca_topic_score_gemma":0.0038462384,"teacher_disagreement_score":0.005066647,"about_ca_system_score_codex":0.0005751018,"about_ca_system_score_gemma":0.0003940642,"threshold_uncertainty_score":0.016949594},"labels":[],"label_agreement":null},{"id":"W11238221","doi":"10.1128/cdli.8.2.352-356.2001","title":"Levantamento de Curvas de Rendimento de um Sistema de Transmissão Mecânica por Correia","year":2012,"lang":"en","type":"article","venue":"Clinical and Diagnostic Laboratory Immunology","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Philosophy","score_opus":0.012824352795832543,"score_gpt":0.27546832262233634,"score_spread":0.2626439698265038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W11238221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977452,0.0004654027,0.0011067095,0.000034160646,0.000011730589,0.0000063366997,0.00013852226,0.0000754427,0.0004163536],"genre_scores_gemma":[0.99692625,0.00036048586,0.0013811608,0.000020150821,0.0000049317423,0.000015596197,0.0003491208,0.000019406338,0.0009231105],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975294,0.000038099937,0.000016468262,0.00006752792,0.000059742273,0.00006529357],"domain_scores_gemma":[0.99945205,0.00019310243,0.00012993335,0.000054379536,0.000105654806,0.00006476423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036597307,0.00029831377,0.00036473415,0.00029566098,0.0001340951,0.00046165028,0.00018443621,0.0002525019,0.001000994],"category_scores_gemma":[0.0008165781,0.00010509372,0.00026247595,0.00027796603,0.00017180466,0.00027284882,0.0002136059,0.0003719403,0.00029820797],"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":[0.0011294221,0.0002172789,0.011751394,0.0000740201,0.000030565658,0.00008036407,0.0001340024,0.00065965566,0.9639709,0.000049471644,0.0001721636,0.021730771],"study_design_scores_gemma":[0.0000072145963,0.0019465557,0.0313626,0.000010853625,0.00004869001,0.00015033278,0.00016658058,0.006911421,0.9578608,0.000031489442,0.0014885643,0.000014866446],"about_ca_topic_score_codex":0.0015484632,"about_ca_topic_score_gemma":0.0014002122,"teacher_disagreement_score":0.0015484632,"about_ca_system_score_codex":0.00024857753,"about_ca_system_score_gemma":0.00014735559,"threshold_uncertainty_score":0.0033487082},"labels":[],"label_agreement":null},{"id":"W132882342","doi":"10.1007/978-1-4614-0469-9_4","title":"Elastic Stability of Arches","year":2011,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Riverview Hospital","funders":"","keywords":"Phenomenon; Stability (learning theory); Structural stability; Arch; Structural engineering; Mathematics; Engineering; Computer science; Philosophy; Epistemology","score_opus":0.026924115103530235,"score_gpt":0.178657821963815,"score_spread":0.15173370686028476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W132882342","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018952096,0.014392271,0.19042124,0.0021455048,0.001096446,0.000027759175,0.0002563706,0.00022961,0.7724787],"genre_scores_gemma":[0.27619883,0.014397479,0.03010391,0.00038149863,0.0011924732,0.000089612215,0.0004452209,0.0003609241,0.67683005],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997943,0.000030815256,0.0000073814845,0.000046266156,0.00010479351,0.00001651739],"domain_scores_gemma":[0.9998727,0.00004127748,0.000011010576,0.000024656656,0.00004091441,0.000009456996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028812725,0.0005802277,0.00042510842,0.0009576164,0.00064880104,0.0016381205,0.00070240267,0.00083412766,0.016920377],"category_scores_gemma":[0.00084916956,0.00048334312,0.00041145153,0.00071614265,0.0014066142,0.0010455601,0.00095022016,0.001494483,0.0045301495],"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":[0.00002739723,0.000016843904,0.00010139552,0.00008358947,0.000013289485,0.000058170273,0.00016428917,0.019937253,0.0034425426,0.8731195,0.018284377,0.084751345],"study_design_scores_gemma":[0.00000779422,0.000017345814,0.00040652143,0.00007795489,0.000009497808,0.00015685044,0.000093051596,0.028110439,0.001963586,0.83212775,0.13700889,0.000020311112],"about_ca_topic_score_codex":0.0010834902,"about_ca_topic_score_gemma":0.0011817376,"teacher_disagreement_score":0.016920377,"about_ca_system_score_codex":0.0006728409,"about_ca_system_score_gemma":0.00038132627,"threshold_uncertainty_score":0.056604326},"labels":[],"label_agreement":null},{"id":"W1530049774","doi":"10.1007/978-3-540-30140-0_28","title":"An Inductive Construction for Plane Laman Graphs via Vertex Splitting","year":2004,"lang":"en","type":"book-chapter","venue":"Lecture notes in computer science","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Planar graph; Combinatorics; Vertex (graph theory); Embedding; Mathematics; Planar; Book embedding; Dual polyhedron; Discrete mathematics; Graph; Pathwidth; Line graph; Computer science","score_opus":0.007994890477714964,"score_gpt":0.2095296847362825,"score_spread":0.20153479425856755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1530049774","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030048378,0.00022657233,0.9107329,0.0006573423,0.00014075443,0.00015407159,0.0003497282,0.0018743898,0.05581589],"genre_scores_gemma":[0.24527408,0.0006413176,0.71504766,0.00059732125,0.00010302911,0.00036624694,0.0013783112,0.001241682,0.03535033],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99945885,0.000119917655,0.00002054008,0.00012200744,0.00017449314,0.000104148115],"domain_scores_gemma":[0.999099,0.0004068887,0.0000393784,0.00019730325,0.00017797279,0.0000794918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005838956,0.0007078393,0.00064362545,0.001458559,0.0016911622,0.0015692986,0.0021558662,0.0008326426,0.009029567],"category_scores_gemma":[0.0015510899,0.0010245845,0.0013769568,0.0015554626,0.0020287219,0.0034713226,0.0037457764,0.004141478,0.0034404607],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056405363,0.000111664194,0.0004043297,0.00020800708,0.000026493726,0.00022172264,0.00060611125,0.003611,0.011410149,0.89741236,0.009626886,0.076304704],"study_design_scores_gemma":[0.000025194127,0.000038832026,0.00029438394,0.00004609386,0.00004536851,0.00020152949,0.00022773625,0.0111925285,0.010778721,0.9421119,0.035009563,0.000028165165],"about_ca_topic_score_codex":0.0017391334,"about_ca_topic_score_gemma":0.0032882972,"teacher_disagreement_score":0.009029567,"about_ca_system_score_codex":0.0010593008,"about_ca_system_score_gemma":0.0006536221,"threshold_uncertainty_score":0.030206919},"labels":[],"label_agreement":null},{"id":"W1531105624","doi":"10.1007/978-1-4939-0781-6_7","title":"Mobility in Symmetry-Regular Bar-and-Joint Frameworks","year":2014,"lang":"en","type":"book-chapter","venue":"Fields Institute communications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Fields Institute for Research in Mathematical Sciences; University of Toronto","funders":"","keywords":"Infinitesimal; Symmetry (geometry); Irreducible representation; Rotational symmetry; Bar (unit); Joint (building); Symmetry operation; Mathematics; Point (geometry); Symmetry group; Representation (politics); Pure mathematics; Theoretical physics; Physics; Geometry; Mathematical analysis; Structural engineering; Engineering; Law","score_opus":0.024947144401278966,"score_gpt":0.2350119243787931,"score_spread":0.21006477997751413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1531105624","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08192351,0.005551365,0.55949,0.005746422,0.0013683634,0.000107540705,0.00055953924,0.000490977,0.3447623],"genre_scores_gemma":[0.8023149,0.005335445,0.084168315,0.00076391996,0.0010403007,0.00029604125,0.0005382792,0.0004942934,0.10504853],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933976,0.00019656528,0.000026244394,0.0001040944,0.00017521785,0.00015810136],"domain_scores_gemma":[0.9996051,0.00013664672,0.000045156856,0.00009357913,0.00004643149,0.00007300096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009022128,0.00086550997,0.0010290983,0.0007533234,0.0019285951,0.0025164771,0.0018515676,0.0018334491,0.010500818],"category_scores_gemma":[0.002137485,0.00051447604,0.0010799366,0.0011053149,0.00349147,0.003999201,0.0025892486,0.0023174006,0.0015716022],"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":[0.0000041037306,0.000002854965,0.00000796168,0.000007408345,0.0000015156994,0.000006939779,0.000021179314,0.0026072355,0.000058913232,0.99491465,0.0010040178,0.0013632142],"study_design_scores_gemma":[0.000004609503,0.0000035714002,0.000014577783,0.000007785784,0.000001441143,0.000013493976,0.00002105928,0.010952416,0.00004567183,0.98494464,0.0039854487,0.0000053815256],"about_ca_topic_score_codex":0.00266656,"about_ca_topic_score_gemma":0.0022395465,"teacher_disagreement_score":0.010500818,"about_ca_system_score_codex":0.0014950488,"about_ca_system_score_gemma":0.0012321027,"threshold_uncertainty_score":0.035128713},"labels":[],"label_agreement":null},{"id":"W1542316626","doi":"10.1063/1.1766609","title":"On Effect of Material Parameters Used in Numerical Simulation of Forming Processes","year":2004,"lang":"en","type":"article","venue":"AIP conference proceedings","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Orthotropic material; Weighting; Computer science; Extension (predicate logic); Deformation (meteorology); Repeatability; Noise (video); Test data; Process (computing); Material properties; Materials science; Structural engineering; Finite element method; Composite material; Acoustics; Mathematics; Statistics; Artificial intelligence","score_opus":0.011535863464203077,"score_gpt":0.2334409586934617,"score_spread":0.22190509522925864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1542316626","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6787667,0.0026112918,0.30225095,0.00044670483,0.0004568886,0.00023856087,0.00065549865,0.0020234303,0.012549795],"genre_scores_gemma":[0.952491,0.00064434094,0.045259926,0.00008001951,0.00001962562,0.00008824688,0.00017245753,0.00038959045,0.00085473026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99905246,0.0004989696,0.00006373017,0.000094224095,0.00022592323,0.00006469748],"domain_scores_gemma":[0.99548185,0.003227685,0.0004298043,0.00051465526,0.0002962423,0.00004979808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013069075,0.0008864648,0.00054572406,0.00055573595,0.0004136194,0.0008763265,0.0005424214,0.0012353213,0.0014196255],"category_scores_gemma":[0.011561865,0.00042015608,0.00042205563,0.00064836425,0.0004798538,0.0009294249,0.00037747432,0.0007480551,0.00033180267],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003027774,0.00014892805,0.003106114,0.00022119518,0.00005405614,0.0001779463,0.00012705974,0.92219585,0.048233908,0.00299957,0.00033268897,0.022099953],"study_design_scores_gemma":[0.00003710931,0.00022461648,0.0021138804,0.000066097484,0.000065243126,0.00008964285,0.000048654332,0.9066816,0.08610324,0.0012641567,0.003261458,0.000044326775],"about_ca_topic_score_codex":0.0011774489,"about_ca_topic_score_gemma":0.00096428656,"teacher_disagreement_score":0.0014196255,"about_ca_system_score_codex":0.00040773576,"about_ca_system_score_gemma":0.0003218683,"threshold_uncertainty_score":0.0069116354},"labels":[],"label_agreement":null},{"id":"W1558046335","doi":"","title":"Buried flexible steel structures with wire mesh reinforcement for cut plates","year":2007,"lang":"pl","type":"article","venue":"Archiwum Instytutu Inżynierii Lądowej / Politechnika Poznańska","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atlantic Industries (Canada)","funders":"","keywords":"Wire mesh; Reinforcement; Structural engineering; Materials science; Composite material; Engineering","score_opus":0.0105546234712964,"score_gpt":0.2415294913387734,"score_spread":0.230974867867477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1558046335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6406387,0.00025307923,0.34920144,0.000051598105,0.000042800693,0.000027015947,0.00005832046,0.00019938112,0.009527589],"genre_scores_gemma":[0.96984774,0.00007772666,0.026726037,0.0000045065185,0.0000064788496,0.000012318733,0.000032039232,0.000019211178,0.0032739895],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991643,0.000016418013,0.0000024203339,0.000015977419,0.000036578294,0.000012149532],"domain_scores_gemma":[0.99989724,0.000028580644,0.000026381778,0.000019363859,0.00001853266,0.000010038196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009661302,0.00041800458,0.00020437397,0.00020246216,0.00012418983,0.0002628125,0.00045815567,0.00040941502,0.0013481857],"category_scores_gemma":[0.00026449698,0.00021181648,0.00025188876,0.00014083365,0.00030747062,0.00025922942,0.00036538602,0.0002424334,0.00019296461],"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":[0.00045844566,0.00011131171,0.0014967626,0.00021288333,0.000050895043,0.00080812187,0.00011703231,0.53154194,0.39495426,0.017243424,0.00047415608,0.052530743],"study_design_scores_gemma":[0.00004598078,0.00068611634,0.0030337304,0.000025724195,0.000048756858,0.0004138606,0.00006991075,0.9383946,0.051662557,0.003890954,0.0017053689,0.00002240625],"about_ca_topic_score_codex":0.00036019835,"about_ca_topic_score_gemma":0.00060741964,"teacher_disagreement_score":0.0013481857,"about_ca_system_score_codex":0.00017230355,"about_ca_system_score_gemma":0.00015349535,"threshold_uncertainty_score":0.0045101643},"labels":[],"label_agreement":null},{"id":"W1567342171","doi":"10.1007/978-3-540-28629-5_58","title":"Angles and Lengths in Reconfigurations of Polygons and Polyhedra","year":2004,"lang":"en","type":"book-chapter","venue":"Lecture notes in computer science","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Monotone polygon; Polyhedron; Regular polygon; Polygon (computer graphics); Enhanced Data Rates for GSM Evolution; Control reconfiguration; Rectilinear polygon; Combinatorics; Morphing; Simple (philosophy); Point in polygon; Computer science; Monotonic function; Convex polygon; Mathematics; Simple polygon; Geometry; Computer graphics (images); Artificial intelligence","score_opus":0.007313359913286071,"score_gpt":0.1983564366959829,"score_spread":0.19104307678269683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1567342171","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25300917,0.007959777,0.5351097,0.0007528705,0.0018393411,0.000078601355,0.00056628283,0.00075373106,0.19993052],"genre_scores_gemma":[0.8171408,0.0046591964,0.1294592,0.00016672879,0.0007772288,0.00011022414,0.0006508629,0.0004982618,0.046537433],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99942183,0.00013392488,0.000040874238,0.000114585775,0.00021752545,0.000071276016],"domain_scores_gemma":[0.9993432,0.00028337692,0.00012102769,0.00007847869,0.00007940831,0.00009441264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031680637,0.00065809756,0.00052632176,0.0015595744,0.00060601655,0.00196894,0.00088231463,0.00049389846,0.006068899],"category_scores_gemma":[0.0021152887,0.00060285407,0.0005157278,0.0020479544,0.0020114149,0.0021868278,0.0010456677,0.0013357506,0.001091267],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015521326,0.000037949216,0.00076649914,0.00014907708,0.000010697649,0.0001779629,0.0004533257,0.04643949,0.00633806,0.7864207,0.005007568,0.15404353],"study_design_scores_gemma":[0.00002137535,0.00007683075,0.0008887235,0.00004351648,0.00001134138,0.00029062203,0.00032545545,0.04365133,0.0019902873,0.92856693,0.024100387,0.000033213015],"about_ca_topic_score_codex":0.00075408514,"about_ca_topic_score_gemma":0.0010822332,"teacher_disagreement_score":0.006068899,"about_ca_system_score_codex":0.00051234703,"about_ca_system_score_gemma":0.00018584385,"threshold_uncertainty_score":0.020302415},"labels":[],"label_agreement":null},{"id":"W1690630723","doi":"10.1007/11809678_23","title":"Enumerating Non-crossing Minimally Rigid Frameworks","year":2006,"lang":"en","type":"book-chapter","venue":"Lecture notes in computer science","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Computer science; Point (geometry); Set (abstract data type); Enhanced Data Rates for GSM Evolution; Space (punctuation); Property (philosophy); Graph; Algorithm; Combinatorics; Discrete mathematics; Theoretical computer science; Mathematics; Artificial intelligence; Geometry; Programming language","score_opus":0.005541863286996418,"score_gpt":0.20735515293842308,"score_spread":0.20181328965142667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1690630723","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14001197,0.0010523074,0.76964283,0.00072826724,0.0002027145,0.00014970267,0.0014888778,0.002065106,0.08465824],"genre_scores_gemma":[0.5181121,0.0010917004,0.4414364,0.0002911216,0.00012111573,0.000298455,0.0040752487,0.0012449889,0.033328842],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9988881,0.00019679597,0.00007438454,0.00020876745,0.0004194756,0.00021248341],"domain_scores_gemma":[0.9972451,0.0016608856,0.00016137159,0.0004887871,0.0002796901,0.00016422904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009297715,0.0011581607,0.0013562933,0.002524213,0.0018725288,0.0024676989,0.0029310668,0.0016711736,0.01634272],"category_scores_gemma":[0.006458363,0.0010102667,0.0015705625,0.003174472,0.0017011557,0.005459096,0.0044481875,0.0038979945,0.0018907207],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000072764364,0.000067021014,0.00051997264,0.00030799632,0.000023541807,0.00011102035,0.00027170006,0.025627656,0.0023868836,0.8797792,0.0071552484,0.083676904],"study_design_scores_gemma":[0.000009496713,0.000020567804,0.00014663201,0.000047227855,0.000017558685,0.00014358897,0.00009446026,0.03543801,0.0010230811,0.9568611,0.0061818482,0.000016394379],"about_ca_topic_score_codex":0.0011606142,"about_ca_topic_score_gemma":0.0028973636,"teacher_disagreement_score":0.01634272,"about_ca_system_score_codex":0.0011121777,"about_ca_system_score_gemma":0.0008389078,"threshold_uncertainty_score":0.054671884},"labels":[],"label_agreement":null},{"id":"W1877931214","doi":"10.1111/j.1475-1305.2009.00643.x","title":"An Experimental Study on the Interaction of Thermal Loading and Mechanical Loading in Membrane Structures","year":2009,"lang":"en","type":"article","venue":"Strain","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Controllability; Thermal; Materials science; Membrane; Distortion (music); Tension (geology); Structural engineering; Ceramic; Surface (topology); Composite material; Mechanical engineering; Engineering; Geometry; Chemistry; Compression (physics); Physics; Thermodynamics","score_opus":0.015331766328175749,"score_gpt":0.2696843500851875,"score_spread":0.25435258375701175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1877931214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99698335,0.000061829516,0.0017616884,0.000027925093,0.000016935875,0.000016707674,0.00005083634,0.00003131348,0.001049497],"genre_scores_gemma":[0.9983432,0.00003333901,0.001103157,0.000005375176,0.0000037809928,0.000016785905,0.000026534462,0.000005637586,0.00046215268],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996445,0.000040316623,0.000022034328,0.000057965874,0.00014669317,0.000088425586],"domain_scores_gemma":[0.9992944,0.00024143343,0.00016025947,0.0001333476,0.00012106807,0.000049503855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033901224,0.00042077692,0.0002959447,0.00022045455,0.00040800052,0.00030161452,0.0004351954,0.00063100766,0.002409322],"category_scores_gemma":[0.0006864422,0.00024027488,0.0001934421,0.00024734865,0.00059223763,0.00037192542,0.00037918353,0.00031736324,0.00025084981],"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":[0.0002930354,0.00023036901,0.0006227531,0.00009914939,0.000007857119,0.00012941708,0.00014387927,0.005179249,0.9893028,0.00030305094,0.00012109241,0.0035673652],"study_design_scores_gemma":[0.000042826072,0.0017443832,0.0049782125,0.000010173965,0.000016539965,0.000091442904,0.00016046864,0.017317947,0.974724,0.00009743343,0.0007960036,0.000020540001],"about_ca_topic_score_codex":0.00032685683,"about_ca_topic_score_gemma":0.00037537367,"teacher_disagreement_score":0.002409322,"about_ca_system_score_codex":0.00028919696,"about_ca_system_score_gemma":0.00017250971,"threshold_uncertainty_score":0.008059919},"labels":[],"label_agreement":null},{"id":"W1893389320","doi":"10.1109/aps.1976.1147569","title":"Element pattern for dielectric coated circular array of thin slits","year":2005,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Dielectric; Materials science; Composite material; Optics; Optoelectronics; Physics","score_opus":0.007003124594737617,"score_gpt":0.19893138139260808,"score_spread":0.19192825679787046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1893389320","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7330229,0.00007440806,0.22757423,0.0003031605,0.00007940528,0.00004686082,0.00041062423,0.00052163634,0.037966765],"genre_scores_gemma":[0.8974232,0.000058555594,0.093171716,0.000040209103,0.00001132426,0.00004059479,0.0002502243,0.00006038405,0.008943733],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989855,0.000017324135,0.000003280107,0.000018432023,0.000047669168,0.000014637523],"domain_scores_gemma":[0.9998053,0.00004667411,0.00003687659,0.000032091255,0.00005912023,0.000020069194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007652689,0.00021914579,0.0002309348,0.00016996978,0.0001678546,0.00037500987,0.00040870474,0.00046640416,0.0028635128],"category_scores_gemma":[0.00038396637,0.0002071846,0.00017566817,0.0001981485,0.00019508359,0.00021803823,0.0001764836,0.00020247219,0.0005982327],"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":[0.0008698949,0.00020603866,0.0049481597,0.00017603148,0.000057267385,0.0008227113,0.00021400413,0.25501674,0.66750526,0.032854266,0.003038859,0.034290764],"study_design_scores_gemma":[0.00006648118,0.00023006782,0.003710163,0.0000086706605,0.000023158527,0.00063070294,0.00008731856,0.858038,0.13241203,0.0021942998,0.0025761926,0.000022871964],"about_ca_topic_score_codex":0.0008217765,"about_ca_topic_score_gemma":0.0014302909,"teacher_disagreement_score":0.0028635128,"about_ca_system_score_codex":0.0002765431,"about_ca_system_score_gemma":0.00034489087,"threshold_uncertainty_score":0.00957948},"labels":[],"label_agreement":null},{"id":"W1917033873","doi":"10.1007/978-1-4614-0222-0_23","title":"Experimental Modal Analysis of an Inflatable, Selfrigidizing Toroidal Satellite Component","year":2011,"lang":"en","type":"book-chapter","venue":"Conference proceedings of the Society for Experimental Mechanics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Inflatable; Modal analysis; Acoustics; Modal; Toroid; Modal testing; Bandwidth (computing); Natural frequency; Excitation; Inertial frame of reference; Materials science; Engineering; Structural engineering; Physics; Electrical engineering; Telecommunications; Vibration","score_opus":0.023047053111259968,"score_gpt":0.22577204830342334,"score_spread":0.2027249951921634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1917033873","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9812071,0.000053106884,0.011238044,0.000064248066,0.000015085717,0.000019949488,0.00013247576,0.0001819526,0.00708808],"genre_scores_gemma":[0.99635255,0.00001787486,0.0015186765,0.0000072471003,0.000002246443,0.000009950443,0.000079237216,0.000018628509,0.001993658],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998982,0.000012228798,0.000003194834,0.000018985853,0.00005401983,0.000013323229],"domain_scores_gemma":[0.99982697,0.000058203917,0.000017694538,0.000036956742,0.000047378784,0.0000128281345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019749963,0.00022080458,0.00023051111,0.00018656078,0.00033383878,0.0003006304,0.00046021972,0.00036373257,0.00445121],"category_scores_gemma":[0.0003466227,0.00013008887,0.00016977184,0.00020280645,0.0006876942,0.00030730857,0.00023342368,0.00024439074,0.00046250282],"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":[0.0007910763,0.0001336888,0.0020424582,0.0001347029,0.000015605296,0.00024008648,0.00040669265,0.0397319,0.93403566,0.004324956,0.0009148556,0.017228357],"study_design_scores_gemma":[0.00010507136,0.0015878055,0.022535197,0.00002743084,0.000056957448,0.00044995584,0.00068816496,0.39125386,0.57452,0.0014586267,0.007255845,0.00006111318],"about_ca_topic_score_codex":0.0010787711,"about_ca_topic_score_gemma":0.0014314272,"teacher_disagreement_score":0.00445121,"about_ca_system_score_codex":0.00033256368,"about_ca_system_score_gemma":0.00022235508,"threshold_uncertainty_score":0.01489079},"labels":[],"label_agreement":null},{"id":"W1932504660","doi":"10.20382/jocg.v5i1a6","title":"Partial covering of a circle by equal circles. Part I: The mechanical models","year":2012,"lang":"en","type":"article","venue":"Journal of Computational Geometry (Carleton University)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Magyar Tudományos Akadémia; Hungarian Scientific Research Fund","keywords":"Tensegrity; Mathematics; Cover (algebra); Stiffness; Unit circle; RADIUS; Relaxation (psychology); Stability (learning theory); Combinatorics; Geometry; Computer science; Structural engineering; Engineering; Mechanical engineering","score_opus":0.011002743138707307,"score_gpt":0.18125113418905628,"score_spread":0.17024839105034897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1932504660","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11764137,0.0017085832,0.83485514,0.00068393856,0.000111281886,0.00006891006,0.00020525673,0.00014127484,0.044584263],"genre_scores_gemma":[0.8969,0.0011224637,0.085307784,0.00013687376,0.00009126675,0.00016881531,0.00021296139,0.00006514906,0.015994664],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99961793,0.00013025243,0.000013930796,0.000095788295,0.00009935153,0.000042717846],"domain_scores_gemma":[0.9995365,0.00013812716,0.00010390897,0.00011403975,0.00005470372,0.00005276759],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003665805,0.00051947345,0.00043373424,0.0005220036,0.00052858517,0.0009015021,0.00094680686,0.0008019838,0.0036400522],"category_scores_gemma":[0.0014775596,0.0003624323,0.00058365136,0.0005639247,0.001719477,0.001552614,0.0011396728,0.00045124374,0.00052721705],"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":[0.00006119713,0.000014864663,0.00036825097,0.00012667444,0.000017587734,0.00016269617,0.00017560959,0.38990465,0.005580207,0.58345515,0.0023637866,0.017769337],"study_design_scores_gemma":[0.000020134867,0.00012518564,0.00056347996,0.000039592604,0.000023504597,0.00042873406,0.00016397913,0.72785854,0.003913516,0.2442653,0.02256328,0.00003486725],"about_ca_topic_score_codex":0.0014216589,"about_ca_topic_score_gemma":0.0010579535,"teacher_disagreement_score":0.0036400522,"about_ca_system_score_codex":0.00069046125,"about_ca_system_score_gemma":0.00035251875,"threshold_uncertainty_score":0.012177229},"labels":[],"label_agreement":null},{"id":"W1955956474","doi":"10.24908/pceea.v0i0.4044","title":"INNOVATIONS AND LIMITATIONS INVOLVED IN TREATING DEPLOYING MEMBRANE STRUCTURES AS UNFOLDING TREE LEAVES","year":2011,"lang":"en","type":"article","venue":"Proceedings of the Canadian Engineering Education Association (CEEA)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal; Canadian Space Agency","funders":"Canadian Space Agency; École de technologie supérieure","keywords":"Cover (algebra); Tree (set theory); Space (punctuation); Agency (philosophy); Electronic circuit; Computer science; Engineering; Nanotechnology; Electrical engineering; Materials science; Sociology; Mechanical engineering; Mathematics","score_opus":0.01516429284665953,"score_gpt":0.19098359414884242,"score_spread":0.17581930130218287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1955956474","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015502681,0.003762906,0.9382435,0.0052321157,0.00065177947,0.000112820184,0.00006719527,0.00015358608,0.036273465],"genre_scores_gemma":[0.28802183,0.01244037,0.67140126,0.0012240686,0.0009999126,0.00052611454,0.00013659953,0.00035856295,0.024891295],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99751955,0.0009203125,0.00020014809,0.00038078558,0.00082482357,0.00015439482],"domain_scores_gemma":[0.9971576,0.0010753894,0.0002470786,0.00086173456,0.0005816398,0.00007651438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00403042,0.0009953699,0.0010155815,0.0007209036,0.0012700757,0.0031520142,0.0029237655,0.0025205428,0.003343228],"category_scores_gemma":[0.0057312734,0.0007524105,0.001739415,0.0010854654,0.0039462782,0.0044001983,0.0017221966,0.0041356646,0.0017852843],"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":[0.00007971589,0.00013014147,0.0012963369,0.0011452151,0.000101953985,0.000329651,0.0012951604,0.10943099,0.02536223,0.71449584,0.0033111742,0.14302155],"study_design_scores_gemma":[0.000048395945,0.0003696014,0.0020632392,0.00061945955,0.00012825686,0.0019827224,0.0013765774,0.27415273,0.013473507,0.5291803,0.17636171,0.00024351924],"about_ca_topic_score_codex":0.0021779402,"about_ca_topic_score_gemma":0.0026205997,"teacher_disagreement_score":0.00403042,"about_ca_system_score_codex":0.0016813803,"about_ca_system_score_gemma":0.0014640773,"threshold_uncertainty_score":0.021315157},"labels":[],"label_agreement":null},{"id":"W1967032499","doi":"10.1016/j.compstruct.2012.10.032","title":"Experimental and analytical study of latticed structures made from FRP composite materials","year":2012,"lang":"en","type":"article","venue":"Composite Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Manitoba Hydro","keywords":"Fibre-reinforced plastic; Structural engineering; Filament winding; Tower; Composite number; Finite element method; Engineering; Materials science; Composite material","score_opus":0.012680579450450669,"score_gpt":0.2529286353068193,"score_spread":0.24024805585636863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967032499","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9890611,0.00015603889,0.0055567287,0.00003422637,0.000016309898,0.00001735918,0.00019504993,0.00009905249,0.004864129],"genre_scores_gemma":[0.9932996,0.00007038202,0.0053649577,0.0000043165023,0.0000056600675,0.00001717547,0.00008245601,0.000020054818,0.0011354081],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997209,0.00002810799,0.000006734925,0.00005466859,0.00015426567,0.00003536934],"domain_scores_gemma":[0.9993518,0.00023734498,0.00012018116,0.00011602702,0.00014804318,0.00002656641],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029910574,0.00036307066,0.0003181524,0.00035041888,0.00048262635,0.0002550823,0.00066297065,0.00038171728,0.0023672294],"category_scores_gemma":[0.0006074408,0.0003230054,0.00017975835,0.00042194157,0.00053888245,0.00035382345,0.00017512114,0.00034157335,0.00024868612],"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":[0.00018600396,0.00018359849,0.0007176633,0.00015578547,0.000011094666,0.000105755396,0.00019147308,0.014612392,0.97621584,0.00176025,0.000328996,0.0055312477],"study_design_scores_gemma":[0.00004792088,0.00056181446,0.006342667,0.000009764747,0.000021931179,0.00016571212,0.00013044594,0.049911868,0.9401031,0.00024371604,0.0024352043,0.000025673105],"about_ca_topic_score_codex":0.0010303942,"about_ca_topic_score_gemma":0.0016045445,"teacher_disagreement_score":0.0023672294,"about_ca_system_score_codex":0.0005930583,"about_ca_system_score_gemma":0.00028298728,"threshold_uncertainty_score":0.007919192},"labels":[],"label_agreement":null},{"id":"W1971078498","doi":"10.1016/j.compstruct.2009.01.005","title":"Static and dynamic characteristics of multi-cell jointed GFRP wind turbine towers","year":2009,"lang":"en","type":"article","venue":"Composite Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Finite element method; Composite number; Dynamic testing; Glass fiber; Static analysis; Cantilever; Engineering; Materials science; Composite material","score_opus":0.004296434138821451,"score_gpt":0.20462820195083256,"score_spread":0.20033176781201112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971078498","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995706,0.000034538167,0.0023276256,0.000011717338,0.000003981,0.000003390949,0.000105394,0.000035039,0.0017722136],"genre_scores_gemma":[0.9992685,0.000010162592,0.00024918735,0.0000014322349,0.0000011019955,0.0000016955755,0.00006622787,0.0000037055897,0.0003980218],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998903,0.00001479024,0.0000035474443,0.00002056816,0.000046476598,0.000024227082],"domain_scores_gemma":[0.9996258,0.000119018856,0.00007000548,0.000027091017,0.00011083688,0.000047266498],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016084568,0.00028598707,0.00031477807,0.0006101676,0.00037780424,0.00024189473,0.00035697338,0.0005382285,0.0015961545],"category_scores_gemma":[0.00045336309,0.00023701934,0.00023624818,0.000519785,0.00034636472,0.0003325919,0.00014390389,0.00017278577,0.00021402219],"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":[0.0006033776,0.000117328025,0.013280625,0.000054114553,0.000035704557,0.00048201936,0.00011431179,0.85163724,0.11860207,0.00078345486,0.00045322874,0.013836433],"study_design_scores_gemma":[0.000017358196,0.00035722484,0.054663975,0.000007550617,0.000024962974,0.0001353103,0.0001407983,0.93064326,0.013443682,0.00022282447,0.00031542213,0.000027588469],"about_ca_topic_score_codex":0.002849185,"about_ca_topic_score_gemma":0.004271758,"teacher_disagreement_score":0.002849185,"about_ca_system_score_codex":0.00032739853,"about_ca_system_score_gemma":0.00020004914,"threshold_uncertainty_score":0.005665183},"labels":[],"label_agreement":null},{"id":"W1972483363","doi":"10.1115/imece2005-81422","title":"Improved Structural Joint Concepts","year":2005,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Airframe; Joint (building); Bolted joint; Structural engineering; Computer science; Size effect on structural strength; Aerospace; Mechanical engineering; Finite element method; Engineering; Materials science; Composite material; Aerospace engineering","score_opus":0.00688097477081637,"score_gpt":0.21429609342043612,"score_spread":0.20741511864961976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972483363","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11591604,0.001961641,0.836929,0.0002533547,0.00029208537,0.00017198232,0.0001882361,0.0014364667,0.042851105],"genre_scores_gemma":[0.5886971,0.001549456,0.38300344,0.00013621943,0.00017781602,0.00021484614,0.00036261562,0.00028238623,0.025576178],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99885654,0.0001154729,0.000032968892,0.00013470017,0.0007768081,0.00008346736],"domain_scores_gemma":[0.99947375,0.0000827761,0.000089616326,0.00012246297,0.00019819514,0.000033264245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010176125,0.0007232798,0.00043140774,0.0006305718,0.00031671577,0.00079211703,0.0013218933,0.0008245921,0.007418798],"category_scores_gemma":[0.00083826535,0.00037985106,0.00058794214,0.00044412693,0.0006308528,0.0013314689,0.0007484294,0.0010759388,0.002372965],"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":[0.00023307743,0.00033164027,0.00097207096,0.0008781473,0.00006203427,0.00015497516,0.00036050368,0.14055072,0.56742007,0.11401878,0.0035835875,0.17143443],"study_design_scores_gemma":[0.00019142588,0.006661322,0.005360747,0.00015269227,0.00020678423,0.002553039,0.00018527218,0.38866436,0.35751662,0.02786942,0.21041824,0.00022016706],"about_ca_topic_score_codex":0.0002982435,"about_ca_topic_score_gemma":0.0007658807,"teacher_disagreement_score":0.007418798,"about_ca_system_score_codex":0.00044860734,"about_ca_system_score_gemma":0.00050676294,"threshold_uncertainty_score":0.02481842},"labels":[],"label_agreement":null},{"id":"W1973866695","doi":"10.1016/j.ejc.2009.11.019","title":"Combinatorial characterization of the Assur graphs from engineering","year":2009,"lang":"en","type":"article","venue":"European Journal of Combinatorics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Terminology; Mathematics; Rigidity (electromagnetism); Characterization (materials science); Combinatorics; Graph theory; Kinematics; Discrete mathematics; Linguistics; Engineering","score_opus":0.0038831277628646886,"score_gpt":0.1538509751646961,"score_spread":0.1499678474018314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973866695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45440844,0.0015257352,0.3137232,0.002679284,0.00023549172,0.00021829487,0.0012087886,0.00054629723,0.2254544],"genre_scores_gemma":[0.90509236,0.0015440197,0.058553185,0.0007633494,0.00038138087,0.0001601377,0.0020607861,0.00027085922,0.031173855],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99933606,0.00019422523,0.0000281651,0.0001290557,0.00023533976,0.000077278535],"domain_scores_gemma":[0.99730253,0.0013071734,0.0003785392,0.0003563091,0.00041914423,0.00023617347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050205475,0.0012340477,0.0007325658,0.0034719228,0.001609784,0.0026826807,0.0011572933,0.0011567815,0.011270775],"category_scores_gemma":[0.0030545637,0.00052525353,0.0010367552,0.0020933652,0.0017411568,0.0032114005,0.0017985505,0.002168508,0.0012079887],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060941966,0.000049401606,0.0008696519,0.0001415344,0.00001810419,0.00022160333,0.00032288817,0.0069890097,0.0031304513,0.96245927,0.0026985228,0.023038635],"study_design_scores_gemma":[0.000011215253,0.000047433496,0.001140562,0.000046172016,0.000027382117,0.00041241795,0.00026164716,0.026224574,0.0025516127,0.9531322,0.016124988,0.000019874555],"about_ca_topic_score_codex":0.0011441038,"about_ca_topic_score_gemma":0.0011223722,"teacher_disagreement_score":0.011270775,"about_ca_system_score_codex":0.0007733845,"about_ca_system_score_gemma":0.00052295957,"threshold_uncertainty_score":0.037704468},"labels":[],"label_agreement":null},{"id":"W1975429862","doi":"10.3390/sym6030516","title":"Symmetry Adapted Assur Decompositions","year":2014,"lang":"en","type":"article","venue":"Symmetry","topic":"Structural Analysis and Optimization","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":"Toronto Metropolitan University; York University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rigidity (electromagnetism); Symmetry (geometry); Matrix (chemical analysis); Symmetric matrix; Mathematics; Computer science; Pure mathematics; Algebra over a field; Geometry; Physics; Quantum mechanics; Materials science","score_opus":0.004886683914097255,"score_gpt":0.1953295486681136,"score_spread":0.19044286475401637,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975429862","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.065428786,0.0005715223,0.8605934,0.00027175658,0.00020393166,0.00010329463,0.00036886634,0.0003191222,0.07213935],"genre_scores_gemma":[0.78351885,0.0014998821,0.17325155,0.00054585526,0.000332243,0.0002597127,0.00079675234,0.0006161133,0.03917904],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99936086,0.00017650105,0.000027407797,0.00010870451,0.00021500947,0.000111471105],"domain_scores_gemma":[0.9994886,0.000115996096,0.00007884782,0.000092058035,0.00015069057,0.00007371677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008054529,0.0010341278,0.00046463203,0.0019015579,0.0006684449,0.0009833688,0.0006288017,0.0006405856,0.011536455],"category_scores_gemma":[0.0014492079,0.00025080773,0.00091508654,0.00054071745,0.0015757078,0.0016436074,0.0013078961,0.0011891293,0.001881062],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014184788,0.000009124692,0.00009637306,0.000024154739,0.0000065863555,0.000041680516,0.00006819231,0.010157332,0.002011332,0.9770896,0.0010906402,0.009390764],"study_design_scores_gemma":[0.0000066649013,0.000033552773,0.00015378925,0.00001571939,0.0000054302486,0.00007442127,0.00007182795,0.07811945,0.0012193162,0.9118399,0.008444458,0.000015426629],"about_ca_topic_score_codex":0.0008234618,"about_ca_topic_score_gemma":0.00081630977,"teacher_disagreement_score":0.011536455,"about_ca_system_score_codex":0.0005696811,"about_ca_system_score_gemma":0.00042682936,"threshold_uncertainty_score":0.038593292},"labels":[],"label_agreement":null},{"id":"W1976236675","doi":"10.1016/s0020-7225(01)00065-9","title":"A new asymptotic model of flexible composite shells of a regular structure","year":2002,"lang":"en","type":"article","venue":"International Journal of Engineering Science","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Composite number; Mathematics; Pure mathematics; Geometry; Mathematical analysis; Algorithm","score_opus":0.00788601769257197,"score_gpt":0.2011563774381197,"score_spread":0.19327035974554774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976236675","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.122942336,0.0006354763,0.83241415,0.0010885453,0.0002432001,0.000045253506,0.00014211341,0.00034808676,0.04214081],"genre_scores_gemma":[0.9187136,0.00060855225,0.04694356,0.00048392973,0.00034257094,0.00009444315,0.00016278678,0.00020555148,0.032445006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995702,0.00016231865,0.000016107491,0.00008058701,0.00012020433,0.000050619135],"domain_scores_gemma":[0.9992021,0.00018543027,0.00018773775,0.000100262674,0.00019645912,0.00012814844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007592497,0.0008896993,0.0010252123,0.0011453873,0.00061762135,0.001213729,0.0023714742,0.002954798,0.00247107],"category_scores_gemma":[0.0024311198,0.0005729992,0.0011032416,0.00058307755,0.0021768536,0.00230623,0.00164095,0.001320569,0.00056372123],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006425595,0.00008816089,0.0006539554,0.000112335314,0.00004620871,0.0004732534,0.00012705305,0.53302085,0.010210574,0.44829988,0.0018376813,0.0050657424],"study_design_scores_gemma":[0.00000593844,0.00001833479,0.00014661683,0.00000519827,0.0000068794675,0.00010408585,0.000016020398,0.9672049,0.00017321447,0.03188173,0.00042610007,0.000010887666],"about_ca_topic_score_codex":0.0018010993,"about_ca_topic_score_gemma":0.0015364198,"teacher_disagreement_score":0.002954798,"about_ca_system_score_codex":0.00069435575,"about_ca_system_score_gemma":0.0005143439,"threshold_uncertainty_score":0.008266509},"labels":[],"label_agreement":null},{"id":"W1977208696","doi":"10.1115/detc2005-85220","title":"On the Placement of Active Bars and Optimal Feedback Gain in Random Adaptive Structures for Vibration Suppression","year":2005,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; Concordia University","funders":"","keywords":"Randomness; Control theory (sociology); Probabilistic logic; Optimal control; Interval (graph theory); Minification; Computer science; Vibration; Reliability (semiconductor); Vibration control; Active vibration control; Displacement (psychology); Simulated annealing; Engineering; Mathematical optimization; Mathematics; Control (management); Algorithm","score_opus":0.00844467638713941,"score_gpt":0.21269584179720596,"score_spread":0.20425116541006655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977208696","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.023045179,0.00030532465,0.9751116,0.00008536488,0.000014268869,0.000016378446,0.0000047805574,0.00005278755,0.0013643578],"genre_scores_gemma":[0.890665,0.00039957656,0.10755259,0.000039694958,0.000028411214,0.00006607078,0.0000099061235,0.000026411719,0.0012123529],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996933,0.00011967384,0.000011570014,0.00005417166,0.00009815228,0.000023181497],"domain_scores_gemma":[0.9991554,0.00059084315,0.00012383705,0.000037781927,0.00007727443,0.00001476224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006092844,0.00051331194,0.0003498631,0.00027980146,0.00021596094,0.00030081018,0.00043256034,0.0005760737,0.00072382076],"category_scores_gemma":[0.0024628313,0.00036445333,0.00022656762,0.00023200008,0.00079451606,0.0005830742,0.0003558736,0.00033332678,0.00013582222],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005552328,0.000028232282,0.00017611134,0.00008328579,0.00001230095,0.000038612587,0.000052878917,0.9346446,0.016702717,0.018310474,0.0001827906,0.029712372],"study_design_scores_gemma":[0.000006817936,0.00007088886,0.000080238104,0.000005981947,0.000006366815,0.000014019562,0.000007135671,0.99409854,0.0021381306,0.0032955464,0.000271279,0.000005033837],"about_ca_topic_score_codex":0.0007291225,"about_ca_topic_score_gemma":0.0010354276,"teacher_disagreement_score":0.0007291225,"about_ca_system_score_codex":0.00032003457,"about_ca_system_score_gemma":0.0003258186,"threshold_uncertainty_score":0.003222227},"labels":[],"label_agreement":null},{"id":"W1978402801","doi":"10.1007/s00454-012-9427-3","title":"Coning, Symmetry and Spherical Frameworks","year":2012,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University; Fields Institute for Research in Mathematical Sciences","funders":"Natural Sciences and Engineering Research Council of Canada; Deutsche Forschungsgemeinschaft","keywords":"Infinitesimal; Mathematics; Rigidity (electromagnetism); Pure mathematics; Euclidean space; Euclidean geometry; Dimension (graph theory); Symmetric space; Metric (unit); Symmetry (geometry); Combinatorics; Mathematical analysis; Geometry; Physics; Quantum mechanics","score_opus":0.005477161084116109,"score_gpt":0.22104971207949842,"score_spread":0.2155725509953823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978402801","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11302921,0.005201831,0.5561788,0.0038335654,0.0010058593,0.000097248914,0.000578119,0.00035695737,0.31971836],"genre_scores_gemma":[0.85188735,0.0043747844,0.075121485,0.00079255766,0.0009559924,0.000111797155,0.00067380216,0.00033366968,0.0657485],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994912,0.00015854542,0.000016678117,0.00009317347,0.00015397658,0.000086391396],"domain_scores_gemma":[0.999496,0.00010611629,0.000091127666,0.00010756886,0.0001051853,0.00009399813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084260094,0.0007449821,0.0007090664,0.0011303078,0.0012799437,0.001826853,0.00083235267,0.00082012627,0.00758147],"category_scores_gemma":[0.0017257779,0.00024941223,0.00070635846,0.0009182255,0.0030345358,0.0023574661,0.0016444174,0.0015970294,0.0010161225],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007864997,0.000004987706,0.00003703469,0.0000090786325,0.0000024007325,0.00001004934,0.000019403484,0.004342949,0.00016161315,0.9903459,0.00094697025,0.0041118017],"study_design_scores_gemma":[0.0000052718256,0.000012557458,0.00007921714,0.000006781862,0.0000018800304,0.000032642372,0.0000435724,0.018113676,0.0001322015,0.9757295,0.0058355355,0.000007207429],"about_ca_topic_score_codex":0.0038484728,"about_ca_topic_score_gemma":0.0039737057,"teacher_disagreement_score":0.00758147,"about_ca_system_score_codex":0.0007239625,"about_ca_system_score_gemma":0.0012260887,"threshold_uncertainty_score":0.025362551},"labels":[],"label_agreement":null},{"id":"W1980016784","doi":"10.1016/j.finel.2011.09.014","title":"Finite element for cylindrical thin shells under harmonic forces","year":2011,"lang":"en","type":"article","venue":"Finite Elements in Analysis and Design","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Image warping; Shell (structure); Harmonic; Plane (geometry); Series (stratigraphy); Mathematical analysis; Mixed finite element method; Geometry; Structural engineering; Mechanics; Mathematics; Classical mechanics; Physics; Engineering; Mechanical engineering; Computer science; Acoustics","score_opus":0.041845660507136354,"score_gpt":0.24583859186439208,"score_spread":0.2039929313572557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980016784","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.048744444,0.0001784246,0.93349516,0.00025216385,0.0000631102,0.00006164155,0.0000817362,0.0001628788,0.016960388],"genre_scores_gemma":[0.7259408,0.00048033785,0.24270634,0.00021254008,0.00006561831,0.0002481454,0.0002598338,0.00036938704,0.029716916],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999778,0.00007422239,0.000007898683,0.000017566796,0.000102476915,0.000019826271],"domain_scores_gemma":[0.9996265,0.00018870083,0.00004240199,0.000044172484,0.000076606884,0.000021561462],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053771597,0.00054961664,0.00072393834,0.0005430712,0.00036425097,0.00057732995,0.0008020958,0.0014190692,0.0026385705],"category_scores_gemma":[0.0020745036,0.0005330792,0.0004676286,0.00032997588,0.0010289468,0.0006729278,0.0015137735,0.0006482413,0.0005707037],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010382192,0.000040011728,0.0002643992,0.00010642375,0.000022129112,0.0000822448,0.00014332248,0.8959977,0.014471862,0.06838185,0.00088829896,0.01949789],"study_design_scores_gemma":[0.000007933834,0.000015188667,0.000064305656,0.000007633889,0.000003479283,0.0000204713,0.000019839325,0.9925769,0.0007194382,0.005821262,0.00073850126,0.000005067809],"about_ca_topic_score_codex":0.0015495259,"about_ca_topic_score_gemma":0.001543997,"teacher_disagreement_score":0.0026385705,"about_ca_system_score_codex":0.00036242485,"about_ca_system_score_gemma":0.0005480865,"threshold_uncertainty_score":0.008826911},"labels":[],"label_agreement":null},{"id":"W1981418501","doi":"10.1007/s004540010087","title":"Face-transitive polyhedra with rectangular faces and icosahedral symmetry","year":2001,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Icosahedral symmetry; Polyhedron; Combinatorics; Mathematics; Homogeneous space; Dual polyhedron; Symmetry (geometry); Group (periodic table); Transitive relation; Face (sociological concept); One-dimensional symmetry group; Symmetry group; Geometry; Physics","score_opus":0.004026675687228111,"score_gpt":0.19544741270510382,"score_spread":0.1914207370178757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1981418501","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17154974,0.0004440888,0.57615095,0.00051686063,0.0006334508,0.00040515303,0.0010822462,0.00085492095,0.24836265],"genre_scores_gemma":[0.82245135,0.00041506634,0.1473696,0.00025821183,0.00016051295,0.00038338886,0.0009126771,0.00032132532,0.027727855],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99948514,0.000106073654,0.00002993509,0.00008234785,0.00020218939,0.00009427613],"domain_scores_gemma":[0.9995906,0.00009413649,0.000059299957,0.00015195503,0.000055350014,0.000048701466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002730552,0.000637471,0.00078612356,0.00074424135,0.0012172485,0.0017495513,0.0010810117,0.00070103206,0.01227571],"category_scores_gemma":[0.0011926708,0.00039145863,0.0006950695,0.0007669211,0.0017711931,0.0010130203,0.0012170724,0.001249867,0.0019587649],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046766036,0.00002529044,0.0001539235,0.000055169745,0.000009469445,0.00014767244,0.000080723665,0.011650277,0.002498954,0.96348053,0.0034750733,0.018376146],"study_design_scores_gemma":[0.00005450079,0.000074380594,0.0002701668,0.00002881812,0.000014436369,0.0004831895,0.00019667148,0.04949858,0.0042957324,0.9271606,0.017892215,0.0000305979],"about_ca_topic_score_codex":0.00088779896,"about_ca_topic_score_gemma":0.0010569834,"teacher_disagreement_score":0.01227571,"about_ca_system_score_codex":0.00038434245,"about_ca_system_score_gemma":0.0006786508,"threshold_uncertainty_score":0.04106629},"labels":[],"label_agreement":null},{"id":"W1982248665","doi":"10.1115/imece2010-39376","title":"Performance Comparison of Frame Structures: Discrete Michell or Wolff?","year":2010,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"Tensegrity; Truss; Frame (networking); Computer science; Set (abstract data type); Orientation (vector space); Structural engineering; Parallels; Mathematical optimization; Mathematics; Engineering; Geometry; Mechanical engineering; Telecommunications","score_opus":0.00885735084424557,"score_gpt":0.24373059237392317,"score_spread":0.2348732415296776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982248665","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.503748,0.0017423147,0.46868822,0.0005999431,0.00014688987,0.000105233165,0.0003485437,0.0012746134,0.023346214],"genre_scores_gemma":[0.9261394,0.00028979345,0.07125975,0.0000427883,0.000017927781,0.000054961332,0.00019765928,0.00009819994,0.0018995488],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994808,0.00015248937,0.000023467286,0.00008215577,0.00020372764,0.00005736776],"domain_scores_gemma":[0.9990626,0.00045097517,0.00009683873,0.00018069353,0.00015011555,0.000058852507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011451114,0.0005761044,0.0007718777,0.00087031233,0.00033661278,0.00081453816,0.00073041284,0.0012131453,0.0032740298],"category_scores_gemma":[0.0023275164,0.00021646066,0.00037170085,0.0004412649,0.00051416084,0.0010533826,0.00045267152,0.00042167015,0.00052213226],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009253816,0.00027235257,0.0020957268,0.00024998604,0.00008169338,0.00014328765,0.00016108049,0.7541043,0.015685825,0.026665723,0.0020699801,0.1975447],"study_design_scores_gemma":[0.0000287983,0.0006498403,0.0008513558,0.000016747243,0.000011422795,0.00006932839,0.00003761613,0.98687696,0.006985109,0.0028179388,0.0016376347,0.000017194054],"about_ca_topic_score_codex":0.0017425433,"about_ca_topic_score_gemma":0.00194145,"teacher_disagreement_score":0.0032740298,"about_ca_system_score_codex":0.0012759112,"about_ca_system_score_gemma":0.00045248703,"threshold_uncertainty_score":0.010952711},"labels":[],"label_agreement":null},{"id":"W1982431744","doi":"10.1098/rsta.2012.0032","title":"Fragmentary and incidental behaviour of columns, slabs and crystals","year":2013,"lang":"en","type":"article","venue":"Philosophical Transactions of the Royal Society A Mathematical Physical and Engineering Sciences","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Embedding; Isometry (Riemannian geometry); Unit (ring theory); Mathematics; Pure mathematics; Computer science; Artificial intelligence","score_opus":0.007959011481331215,"score_gpt":0.19845473289223123,"score_spread":0.19049572141090002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1982431744","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6300041,0.00741644,0.24053337,0.0042996723,0.00014117295,0.000040763214,0.00051591324,0.0004303161,0.11661827],"genre_scores_gemma":[0.9672288,0.000931751,0.026423514,0.00014738436,0.000060440463,0.000032263542,0.00011782351,0.00008366667,0.004974369],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968827,0.000115932,0.000009609392,0.000065406704,0.00007863841,0.000042082476],"domain_scores_gemma":[0.9992149,0.00035973324,0.0001006705,0.00018169817,0.00004284208,0.000100149475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050868886,0.00023265732,0.00028521701,0.00049376924,0.0006641054,0.0013584716,0.0007329817,0.00077220367,0.0038930746],"category_scores_gemma":[0.0027622525,0.00030008945,0.00031501465,0.0003251533,0.0050485055,0.00256848,0.00077889796,0.00076476886,0.000235117],"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":[0.000034603214,0.000008229878,0.00072118634,0.000059606642,0.000008339661,0.00012309942,0.0003342367,0.007973729,0.002019958,0.98315436,0.0012310278,0.004331757],"study_design_scores_gemma":[0.00000843155,0.000019538613,0.0012319883,0.000028241737,0.000006062937,0.0002187957,0.00019495554,0.030913467,0.00082329905,0.96186393,0.004675287,0.00001612453],"about_ca_topic_score_codex":0.0022793578,"about_ca_topic_score_gemma":0.0023814861,"teacher_disagreement_score":0.0038930746,"about_ca_system_score_codex":0.0007078517,"about_ca_system_score_gemma":0.00033930226,"threshold_uncertainty_score":0.013023615},"labels":[],"label_agreement":null},{"id":"W1983493331","doi":"10.1016/j.tws.2011.09.002","title":"Out-of-plane behaviour and FE modelling of a T-joint connection of thin-walled square tubes","year":2011,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Joint (building); Finite element method; Stiffness; Connection (principal bundle); Shell (structure); Structural engineering; Square (algebra); Bending; Beam (structure); Plane (geometry); Bending stiffness; Materials science; Stress (linguistics); Reduction (mathematics); Geometry; Engineering; Mathematics; Composite material","score_opus":0.03687518133055137,"score_gpt":0.21053285041104464,"score_spread":0.17365766908049327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983493331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95299524,0.00008983906,0.037891407,0.0000491219,0.000013444864,0.000016508897,0.00006046362,0.00011333999,0.008770712],"genre_scores_gemma":[0.99543685,0.000025518499,0.0032965497,0.0000031097115,0.000001684364,0.000008595332,0.000019061814,0.000011538366,0.0011970854],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998691,0.00003771665,0.0000056431445,0.000019591153,0.000051469233,0.000016481916],"domain_scores_gemma":[0.99968576,0.00010267239,0.00008521612,0.00003595749,0.00006224498,0.000028247812],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021466125,0.00028809893,0.00030714629,0.00032166645,0.0003700654,0.00048944337,0.0006010265,0.0008729267,0.0013424188],"category_scores_gemma":[0.0008056174,0.00038852918,0.0002739697,0.00035544691,0.0007423961,0.000358645,0.0002336677,0.00025882613,0.0002355087],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008100234,0.000054083972,0.0015094163,0.000032982705,0.0000133041485,0.00021973367,0.00010250306,0.96618915,0.026104176,0.0021462943,0.0001278265,0.0034195378],"study_design_scores_gemma":[0.00000339151,0.000055196444,0.0010618968,0.0000043110012,0.0000047883545,0.000033136206,0.000027401045,0.9959525,0.0025145335,0.0001894309,0.00014882049,0.0000045607126],"about_ca_topic_score_codex":0.0017351841,"about_ca_topic_score_gemma":0.002269164,"teacher_disagreement_score":0.0017351841,"about_ca_system_score_codex":0.00024885687,"about_ca_system_score_gemma":0.00028769328,"threshold_uncertainty_score":0.0044908524},"labels":[],"label_agreement":null},{"id":"W1985878353","doi":"10.1016/j.jctb.2013.09.002","title":"Generic global rigidity of body–bar frameworks","year":2013,"lang":"en","type":"article","venue":"Journal of Combinatorial Theory Series B","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; Banff International Research Station for Mathematical Innovation and Discovery; Hungarian Scientific Research Fund","keywords":"Rigidity (electromagnetism); Structural rigidity; Rigid body; Euclidean geometry; Mathematics; Combinatorics; Configuration space; Euclidean space; Pure mathematics; Geometry; Topology (electrical circuits); Physics; Classical mechanics","score_opus":0.0038179754242855333,"score_gpt":0.19472444323751162,"score_spread":0.1909064678132261,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985878353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3752714,0.0013278824,0.3491455,0.001986086,0.00035602017,0.00007965076,0.000578328,0.0005519744,0.2707031],"genre_scores_gemma":[0.94823366,0.0005197368,0.026365576,0.000401155,0.00027278214,0.00007337016,0.00045740805,0.00024293696,0.023433417],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99909973,0.00020888419,0.00003238674,0.00019777814,0.00025830237,0.00020295935],"domain_scores_gemma":[0.99891603,0.00030767807,0.00019392006,0.00019647407,0.00012690523,0.00025901457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010122018,0.0009386623,0.0011391736,0.002002666,0.0022011946,0.003233806,0.0015867309,0.0018777204,0.0122360345],"category_scores_gemma":[0.002514808,0.0006633644,0.0011213607,0.0010879169,0.0036190243,0.0034917102,0.003403984,0.0025845768,0.001192318],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010588811,0.0000056130766,0.000046317426,0.000009828173,0.0000044077296,0.000017845943,0.000032147032,0.0025828036,0.0002723117,0.9952474,0.00042089206,0.0013498764],"study_design_scores_gemma":[0.0000073927013,0.0000094873485,0.00014082319,0.000009608561,0.0000042564725,0.000029877805,0.00004142023,0.0082199555,0.00011122696,0.9899198,0.0014965968,0.000009657159],"about_ca_topic_score_codex":0.0011875209,"about_ca_topic_score_gemma":0.0018773495,"teacher_disagreement_score":0.0122360345,"about_ca_system_score_codex":0.0010011566,"about_ca_system_score_gemma":0.0005973644,"threshold_uncertainty_score":0.04093361},"labels":[],"label_agreement":null},{"id":"W1989246731","doi":"10.1007/s10107-011-0480-0","title":"On stress matrices of (d + 1)-lateration frameworks in general position","year":2011,"lang":"en","type":"article","venue":"Mathematical Programming","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Mathematics; Constructive; Combinatorics; Graph; Constructive proof; Rank (graph theory); Position (finance); Matrix (chemical analysis); Discrete mathematics; Computer science","score_opus":0.010804052415786233,"score_gpt":0.21739156437326715,"score_spread":0.20658751195748093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989246731","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13533488,0.0012524574,0.7799886,0.0018499197,0.00037493755,0.000093287425,0.0003010439,0.00016181631,0.08064305],"genre_scores_gemma":[0.85463375,0.0016872669,0.10742863,0.0005595921,0.000614214,0.0002352661,0.00035529135,0.0003269176,0.034159053],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994387,0.00019778393,0.000023102883,0.00009376186,0.00012619709,0.000120486904],"domain_scores_gemma":[0.9986551,0.00048718406,0.00024562163,0.000118587996,0.000211892,0.00028167132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013333877,0.0012170757,0.0008272199,0.0013919631,0.001480353,0.0024542417,0.0014806843,0.0013237995,0.0098885065],"category_scores_gemma":[0.0037502882,0.0005701673,0.00078218896,0.0012702758,0.002466711,0.0033770637,0.002078465,0.0019665398,0.0009121903],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012482285,0.0000169144,0.00008814491,0.000017761708,0.0000038523876,0.000018311272,0.00006225448,0.013630998,0.0003344674,0.9806466,0.0007744402,0.0043937056],"study_design_scores_gemma":[0.000004291461,0.000014410866,0.000095795454,0.000011665167,0.0000027438384,0.000011782857,0.000045567605,0.06586155,0.00009675869,0.9327211,0.0011252494,0.000009009406],"about_ca_topic_score_codex":0.0020016027,"about_ca_topic_score_gemma":0.0028488704,"teacher_disagreement_score":0.0098885065,"about_ca_system_score_codex":0.0011449744,"about_ca_system_score_gemma":0.0010312614,"threshold_uncertainty_score":0.03308034},"labels":[],"label_agreement":null},{"id":"W1991503473","doi":"10.1115/smasis2012-8235","title":"A Geometrically Bio-Inspired MFC Actuator for Wrinkle Control of Kapton Membranes","year":2012,"lang":"en","type":"article","venue":"Volume 2: Mechanics and Behavior of Active Materials; Integrated System Design and Implementation; Bio-Inspired Materials and Systems; Energy Harvesting","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Kapton; Actuator; Materials science; Inflatable; Displacement (psychology); Membrane; Tension (geology); Composite material; Mechanical engineering; Engineering; Electrical engineering; Polyimide; Ultimate tensile strength","score_opus":0.02042212962120664,"score_gpt":0.2393890336494821,"score_spread":0.21896690402827546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991503473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88488406,0.00068225164,0.10838719,0.0002033385,0.00006560903,0.00006051142,0.00011280725,0.0006006466,0.005003582],"genre_scores_gemma":[0.96743584,0.00017498428,0.030408695,0.000025195197,0.000007929813,0.000033308832,0.00003397301,0.000015696614,0.0018644353],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993074,0.0000056934805,0.000003831265,0.00001396923,0.000038057864,0.000007799235],"domain_scores_gemma":[0.99993765,0.0000147844385,0.000017624696,0.000008349146,0.000015104517,0.000006463397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008334076,0.00016639095,0.00014547365,0.000117250034,0.00014960983,0.00013740992,0.00031658297,0.00025772295,0.0005825259],"category_scores_gemma":[0.00014014657,0.0001011176,0.00010585227,0.000071445305,0.00016468484,0.00017148617,0.00012926977,0.00018591032,0.000148806],"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":[0.00001230894,0.0000042215165,0.00005381946,0.000025968493,0.0000010825769,0.00002514352,0.000011044653,0.0010496438,0.9949409,0.00022765322,0.000041053754,0.0036072272],"study_design_scores_gemma":[0.000008118018,0.00012211608,0.0011835981,0.0000057377647,0.00000504608,0.00013446702,0.000009631764,0.03646353,0.95928764,0.00010890654,0.0026605194,0.000010689074],"about_ca_topic_score_codex":0.00034861654,"about_ca_topic_score_gemma":0.00047275235,"teacher_disagreement_score":0.0005825259,"about_ca_system_score_codex":0.00020061509,"about_ca_system_score_gemma":0.00013555956,"threshold_uncertainty_score":0.0019487143},"labels":[],"label_agreement":null},{"id":"W1995366441","doi":"10.1007/s00454-007-9026-x","title":"Enumerating Constrained Non-crossing Minimally Rigid Frameworks","year":2007,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Defense Advanced Research Projects Agency; Fonds Québécois de la Recherche sur la Nature et les Technologies; National Science Foundation","keywords":"Mathematics; Combinatorics; Set (abstract data type); Property (philosophy); Space (punctuation); Point (geometry); Graph; Discrete mathematics; Algorithm; Computer science; Geometry","score_opus":0.004755983189725644,"score_gpt":0.23650085020260608,"score_spread":0.23174486701288044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995366441","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1860423,0.0007399692,0.7642824,0.0005645747,0.0001263654,0.00012714256,0.0011320583,0.0012719738,0.04571324],"genre_scores_gemma":[0.72117054,0.00056144886,0.2603047,0.00024795614,0.0000624099,0.00021673886,0.0024279447,0.0007882089,0.014220166],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9990761,0.00021801419,0.000049066315,0.00018831567,0.00029066022,0.00017786046],"domain_scores_gemma":[0.9971892,0.0017816395,0.00019773832,0.00041380533,0.00021557182,0.00020217791],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010222085,0.0012670659,0.0015609732,0.0020532697,0.0015030504,0.002165554,0.0032000882,0.002360735,0.01581169],"category_scores_gemma":[0.007590118,0.0009546685,0.0011893711,0.0021869193,0.0015723298,0.004060874,0.0052843383,0.002922227,0.0011794532],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013334281,0.000092862174,0.00075259234,0.00029097192,0.000035378114,0.00018233381,0.00024185293,0.15304634,0.0018927649,0.77407014,0.005455487,0.063806005],"study_design_scores_gemma":[0.000016228232,0.00003621604,0.00018597076,0.000046128374,0.000015175589,0.00011623832,0.00010492878,0.228849,0.00085983844,0.766837,0.0029154434,0.00001780133],"about_ca_topic_score_codex":0.0013288948,"about_ca_topic_score_gemma":0.0031226226,"teacher_disagreement_score":0.01581169,"about_ca_system_score_codex":0.00095226336,"about_ca_system_score_gemma":0.0008374295,"threshold_uncertainty_score":0.052895367},"labels":[],"label_agreement":null},{"id":"W1997087769","doi":"10.5539/jmsr.v1n2p87","title":"Comprehensive Stiffness of Prestressed Lattice Materials","year":2012,"lang":"en","type":"article","venue":"Journal of Materials Science Research","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Stiffness; Lattice (music); Superposition principle; Nonlinear system; Planar; Materials science; Structural engineering; Mathematical analysis; Mathematics; Computer science; Physics; Composite material; Engineering","score_opus":0.0740214545583675,"score_gpt":0.3599287410455419,"score_spread":0.2859072864871744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997087769","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3134234,0.00046358723,0.65933895,0.00005959806,0.000030011317,0.000052625055,0.00021632519,0.00032253252,0.026093055],"genre_scores_gemma":[0.9334858,0.000330447,0.060710467,0.000022464628,0.00000569746,0.00006491844,0.00017553288,0.000070791815,0.0051339413],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981004,0.000013777132,0.000008841801,0.0000286441,0.00011049833,0.000028306149],"domain_scores_gemma":[0.9998006,0.00006272172,0.000031965294,0.00004293073,0.00004072267,0.000021095111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030838215,0.0004416525,0.0003453702,0.000974944,0.00034037873,0.00054212345,0.0007409793,0.0005283207,0.00240456],"category_scores_gemma":[0.00084527,0.0002985095,0.00030291043,0.00036730684,0.0008509106,0.0013264398,0.00073570636,0.00048526385,0.0003442442],"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":[0.000035585894,0.00005588824,0.0015480793,0.00024823647,0.000027214744,0.0003419931,0.00027937404,0.6322396,0.094908126,0.23948215,0.00045551857,0.030378249],"study_design_scores_gemma":[0.0000072429466,0.000064838576,0.0021143511,0.000043340675,0.000014155423,0.00031185488,0.00014077818,0.911568,0.030502079,0.050961412,0.0042098127,0.00006218475],"about_ca_topic_score_codex":0.0007326328,"about_ca_topic_score_gemma":0.001826575,"teacher_disagreement_score":0.00240456,"about_ca_system_score_codex":0.00042103874,"about_ca_system_score_gemma":0.00064556405,"threshold_uncertainty_score":0.008044064},"labels":[],"label_agreement":null},{"id":"W1998877187","doi":"10.1002/suco.201100020","title":"Design and optimization of fabric‐formed beams and trusses: evolutionary algorithms and form‐finding","year":2011,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Formwork; Truss; Structural engineering; Finite element method; Frame (networking); Process (computing); Engineering; Casting; Tensegrity; Computer science; Mechanical engineering; Materials science; Composite material","score_opus":0.017390625060362486,"score_gpt":0.20890073417663718,"score_spread":0.1915101091162747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998877187","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17454703,0.00020000909,0.8192553,0.00014414551,0.000020153444,0.000083935214,0.000020227555,0.00014125589,0.005587943],"genre_scores_gemma":[0.67303264,0.0001432516,0.32377598,0.000038641818,0.000008990564,0.00020646119,0.000041479278,0.000065437416,0.0026871588],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998031,0.000086108215,0.0000070869837,0.000024178764,0.000052684605,0.00002687927],"domain_scores_gemma":[0.9995074,0.00031096826,0.000051399853,0.000026382915,0.00008060117,0.000023342245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086892355,0.00047271088,0.0005511897,0.00055452774,0.00025086274,0.00041656478,0.00067623134,0.000823647,0.0011055956],"category_scores_gemma":[0.0013367954,0.00044467763,0.000492146,0.00032244358,0.0007202039,0.00030945597,0.0005164692,0.00043677283,0.0001586981],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010252667,0.000024924952,0.0002568999,0.000014429005,0.0000083351215,0.000013710468,0.00001700697,0.9837519,0.0013127658,0.0028596022,0.00007348634,0.011656577],"study_design_scores_gemma":[0.0000048170587,0.000015737498,0.000055624318,0.0000022810232,0.0000021002247,0.0000031582579,0.0000054298457,0.9987784,0.00039094983,0.0005944781,0.00014574885,0.0000012249347],"about_ca_topic_score_codex":0.0024910802,"about_ca_topic_score_gemma":0.003080999,"teacher_disagreement_score":0.0024910802,"about_ca_system_score_codex":0.00048376678,"about_ca_system_score_gemma":0.0006026438,"threshold_uncertainty_score":0.0049530864},"labels":[],"label_agreement":null},{"id":"W2002594953","doi":"10.1007/s00022-013-0156-4","title":"Contact graphs of unit sphere packings revisited","year":2013,"lang":"en","type":"article","venue":"Journal of Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Combinatorics; Mathematics; Unit sphere; Unit (ring theory); Euclidean geometry; Circle packing; Graph; Euclidean space; Packing problems; Geometry","score_opus":0.00612861465567497,"score_gpt":0.196120873295821,"score_spread":0.18999225864014604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002594953","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60414094,0.0031328578,0.19969234,0.004254113,0.00048593292,0.00014985433,0.0007090275,0.0004915363,0.18694347],"genre_scores_gemma":[0.96758145,0.0014979526,0.014095286,0.00045779464,0.00040947605,0.000086028915,0.0004696395,0.00016811996,0.015234319],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993832,0.0002053824,0.000022155782,0.000105888095,0.00019264531,0.00009067538],"domain_scores_gemma":[0.99730825,0.0013979684,0.00043821856,0.00028179892,0.00028097857,0.0002928404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005702051,0.0007091468,0.0010654904,0.0028650083,0.002096994,0.0023103938,0.0022061686,0.0022512572,0.0144226905],"category_scores_gemma":[0.005102379,0.0006192503,0.00068520074,0.0027409159,0.0022114788,0.0036703914,0.0016892287,0.0018295305,0.0009753583],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038040238,0.000038842492,0.00038750455,0.00006385261,0.000011224402,0.00016239629,0.00022879368,0.008775503,0.0005315066,0.9782284,0.003624044,0.007909772],"study_design_scores_gemma":[0.000012591024,0.000016992104,0.0005116741,0.000024875344,0.000008430454,0.00013261606,0.00025177942,0.04719749,0.00027997655,0.9489411,0.002613337,0.000009165049],"about_ca_topic_score_codex":0.002632515,"about_ca_topic_score_gemma":0.0021973418,"teacher_disagreement_score":0.0144226905,"about_ca_system_score_codex":0.0008776949,"about_ca_system_score_gemma":0.00045398864,"threshold_uncertainty_score":0.04824871},"labels":[],"label_agreement":null},{"id":"W2002945739","doi":"10.1139/t00-094","title":"Active earth thrust on cantilever walls with short heel","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Cantilever; Degree Rankine; Lateral earth pressure; Thrust; Heel; Retaining wall; Structural engineering; Geotechnical engineering; Coulomb; STRIPS; Geology; Engineering; Mechanics; Materials science; Physics; Mechanical engineering; Composite material","score_opus":0.008086115986769714,"score_gpt":0.18830220945329773,"score_spread":0.180216093466528,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002945739","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61257166,0.00027185795,0.38113803,0.000063523075,0.0000324763,0.000028782886,0.00005829294,0.00013398819,0.0057013035],"genre_scores_gemma":[0.9798585,0.0001591611,0.017296055,0.000009448937,0.000009340084,0.000031209205,0.000046296263,0.000025532383,0.002564377],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982375,0.000024974739,0.0000068557697,0.000022822447,0.00009150133,0.00003007551],"domain_scores_gemma":[0.9997392,0.00013885734,0.000030624367,0.000013073514,0.000051947256,0.000026223004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002813192,0.00041142685,0.00037928746,0.0006712852,0.00030710618,0.0006081594,0.0003856042,0.0005763705,0.0018434208],"category_scores_gemma":[0.0010430868,0.00016339988,0.00028140878,0.00019860642,0.00089431653,0.0008663734,0.000830038,0.0004002719,0.00026648727],"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":[0.00057402137,0.00011069416,0.007882106,0.0003355242,0.000050437007,0.0015013638,0.00050731294,0.31174818,0.49201265,0.058356274,0.00056823133,0.12635317],"study_design_scores_gemma":[0.00006508762,0.0004413523,0.008652219,0.000055755965,0.000023468552,0.00054550334,0.00037012878,0.8318803,0.13896549,0.01682353,0.0021091776,0.0000681327],"about_ca_topic_score_codex":0.00046415156,"about_ca_topic_score_gemma":0.0005818645,"teacher_disagreement_score":0.0018434208,"about_ca_system_score_codex":0.00020400347,"about_ca_system_score_gemma":0.00022900352,"threshold_uncertainty_score":0.0061668754},"labels":[],"label_agreement":null},{"id":"W2003428382","doi":"10.1117/12.716039","title":"Active flatness control of membrane structures using adaptive genetic algorithm","year":2007,"lang":"en","type":"article","venue":"Proceedings of SPIE, the International Society for Optical Engineering/Proceedings of SPIE","topic":"Structural Analysis and Optimization","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":"Canadian Space Agency","funders":"","keywords":"Flatness (cosmology); Genetic algorithm; Convergence (economics); Computer science; Nonlinear system; Control theory (sociology); Actuator; Algorithm; Control (management); Artificial intelligence; Physics","score_opus":0.008848057464092151,"score_gpt":0.21730661040297944,"score_spread":0.2084585529388873,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2003428382","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09495688,0.00019523503,0.90089536,0.0001239453,0.00003259573,0.00005063994,0.000014128058,0.00028871567,0.0034424358],"genre_scores_gemma":[0.8687018,0.00015236551,0.12857951,0.000058021076,0.00001408309,0.000131024,0.00003569152,0.000031671454,0.0022957947],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998418,0.000036477573,0.000006537524,0.000036215246,0.00005355754,0.00002536593],"domain_scores_gemma":[0.9996487,0.00016264984,0.000056809935,0.000020992293,0.000093459865,0.000017437378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046507534,0.00054176914,0.0004452303,0.00047167586,0.00030563408,0.00055400626,0.0007409546,0.000601786,0.00058902544],"category_scores_gemma":[0.0009709075,0.00026398755,0.00034270893,0.00030302483,0.0005537141,0.00036436386,0.0003516871,0.00040223167,0.00011325305],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032527383,0.000031378415,0.00040492933,0.000015890693,0.000017775023,0.000036762412,0.00004383316,0.9557105,0.010190759,0.0025482047,0.00019382511,0.030773522],"study_design_scores_gemma":[0.0000063426214,0.000016791992,0.00007262104,0.0000013305752,0.000002821896,0.0000049763257,0.0000034401887,0.9986129,0.0007352494,0.00040199098,0.00013889217,0.0000026175942],"about_ca_topic_score_codex":0.004850938,"about_ca_topic_score_gemma":0.0038245653,"teacher_disagreement_score":0.004850938,"about_ca_system_score_codex":0.0005738124,"about_ca_system_score_gemma":0.00064951775,"threshold_uncertainty_score":0.009645402},"labels":[],"label_agreement":null},{"id":"W2007091704","doi":"10.1061/40830(188)9","title":"SAR Membrane Tensioning","year":2006,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Flatness (cosmology); Membrane; Tension (geology); Deflection (physics); Engineering; Control theory (sociology); Structural engineering; Physics; Computer science; Optics; Classical mechanics","score_opus":0.0028468185851693965,"score_gpt":0.15351169032407885,"score_spread":0.15066487173890947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007091704","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34142074,0.0028951266,0.5553771,0.0013370407,0.0016042255,0.00035146228,0.00048236075,0.004076581,0.09245525],"genre_scores_gemma":[0.8450499,0.0016293888,0.10636263,0.00042619728,0.00020282016,0.0001513262,0.00067321566,0.00049522263,0.04500935],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994281,0.000056512334,0.0000470232,0.000124438,0.0002811516,0.00006268962],"domain_scores_gemma":[0.9992563,0.00011107045,0.00013980534,0.00016447665,0.00027718625,0.00005111075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043701872,0.0005263978,0.0004061491,0.00047030876,0.0005965747,0.0009589983,0.00072019984,0.0009577861,0.0077411514],"category_scores_gemma":[0.0014093051,0.00034126625,0.0004954275,0.00053167256,0.00043576016,0.0015390525,0.000956601,0.0010685917,0.0034422055],"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":[0.00019103842,0.000056530876,0.00093281333,0.00032018038,0.000017978493,0.00045747543,0.0002475701,0.00885054,0.8606312,0.008113993,0.0025245142,0.11765613],"study_design_scores_gemma":[0.00007292208,0.0008930557,0.0027244638,0.00008580414,0.000060259907,0.0014192811,0.00022191239,0.076364614,0.8202589,0.002387647,0.095417686,0.000093440045],"about_ca_topic_score_codex":0.0003705323,"about_ca_topic_score_gemma":0.000350917,"teacher_disagreement_score":0.0077411514,"about_ca_system_score_codex":0.00059045316,"about_ca_system_score_gemma":0.00031936672,"threshold_uncertainty_score":0.025896728},"labels":[],"label_agreement":null},{"id":"W2009260884","doi":"10.1243/03093247jsa194","title":"Tension field finite element analyses and experiments related to the wrinkling of membranes","year":2007,"lang":"en","type":"article","venue":"The Journal of Strain Analysis for Engineering Design","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Membrane; Finite element method; Wrinkle; Tension (geology); Structural engineering; Flexibility (engineering); Field (mathematics); Matrix (chemical analysis); Materials science; Engineering; Mathematics; Composite material; Ultimate tensile strength; Chemistry","score_opus":0.0318587086699378,"score_gpt":0.2801822155478016,"score_spread":0.2483235068778638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009260884","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5201862,0.0007410768,0.46762025,0.00035698325,0.000107902924,0.00022690522,0.00029635197,0.0007505152,0.009713857],"genre_scores_gemma":[0.8471578,0.0007333349,0.14752798,0.000040474777,0.00002638868,0.00018893153,0.00024269865,0.00008917356,0.0039933156],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994831,0.00010659997,0.000026000216,0.000063105406,0.00027959878,0.000041562973],"domain_scores_gemma":[0.9976611,0.0015449025,0.00021571045,0.00030207852,0.00022121181,0.00005500367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009595435,0.0006833884,0.0005459358,0.0005556661,0.0006171089,0.0005569227,0.00077736046,0.0013106482,0.0022976014],"category_scores_gemma":[0.00287048,0.0003563688,0.00036200104,0.00040452986,0.0009340406,0.00075528905,0.00044593558,0.00089503126,0.0002839359],"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":[0.00043307742,0.00047996631,0.0021436354,0.00069114554,0.000035403373,0.00052361056,0.00092885154,0.4436897,0.48114216,0.012009348,0.00091662473,0.057006467],"study_design_scores_gemma":[0.000037832437,0.00045800442,0.0017217173,0.00006424753,0.000018000586,0.00029667324,0.00015670167,0.7602173,0.22984086,0.0031507674,0.003988843,0.000049053364],"about_ca_topic_score_codex":0.000481585,"about_ca_topic_score_gemma":0.000664739,"teacher_disagreement_score":0.0022976014,"about_ca_system_score_codex":0.0003769953,"about_ca_system_score_gemma":0.00023947556,"threshold_uncertainty_score":0.0076862574},"labels":[],"label_agreement":null},{"id":"W2013328167","doi":"10.17764/jiet.48.1.y575r78212187r78","title":"Response of Large Membrane Optical Surfaces to Acoustic Environment","year":2005,"lang":"en","type":"article","venue":"Journal of the IEST","topic":"Structural Analysis and Optimization","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":"Hyteon (Canada)","funders":"","keywords":"Vibration; Reflector (photography); Finite element method; Membrane; Acoustics; Optics; Stress (linguistics); Materials science; Structural engineering; Engineering; Physics; Light source; Chemistry","score_opus":0.004886797141817538,"score_gpt":0.20053818631065815,"score_spread":0.19565138916884062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013328167","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99768484,0.00008066577,0.001242065,0.00004906237,0.000015275058,0.0000072630633,0.00004560273,0.000051499028,0.0008237055],"genre_scores_gemma":[0.99865973,0.00006535368,0.0006248239,0.000016219858,0.0000045012575,0.000009019242,0.00004801465,0.000016976508,0.0005552632],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99961877,0.000046373403,0.000014142347,0.00007666271,0.00013585531,0.00010816496],"domain_scores_gemma":[0.9993788,0.00023756086,0.00009615752,0.00008840538,0.00013250313,0.00006659284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032687988,0.0004590315,0.00038294718,0.0002431916,0.00042950848,0.0006077107,0.00045663878,0.0007361601,0.0030758171],"category_scores_gemma":[0.0012432288,0.00030722594,0.00029086714,0.00020439287,0.00065121264,0.000387964,0.00067994464,0.00036025915,0.00049721583],"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":[0.0005270866,0.00008449958,0.0017593112,0.000066346365,0.000017230244,0.00019560962,0.00013297061,0.017839944,0.9739915,0.00024641454,0.00017764744,0.0049615367],"study_design_scores_gemma":[0.00006572708,0.0016665523,0.01501606,0.000018765188,0.000029276516,0.00020715987,0.0007293933,0.102432154,0.8775953,0.00035760648,0.001817659,0.000064385946],"about_ca_topic_score_codex":0.0012472953,"about_ca_topic_score_gemma":0.00074856664,"teacher_disagreement_score":0.0030758171,"about_ca_system_score_codex":0.00057903054,"about_ca_system_score_gemma":0.00029164687,"threshold_uncertainty_score":0.010289609},"labels":[],"label_agreement":null},{"id":"W2014210757","doi":"10.1017/s143192760707403x","title":"Intensity and Coherence Measurements of Electon Beams and their Contribution to our Understanding of the Stobbs Factor","year":2007,"lang":"en","type":"article","venue":"Microscopy and Microanalysis","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Coherence (philosophical gambling strategy); Intensity (physics); Optics; Physics; Materials science; Quantum mechanics","score_opus":0.02224802763694813,"score_gpt":0.24003785725608134,"score_spread":0.2177898296191332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014210757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91887134,0.00078975136,0.061123237,0.0005179148,0.00004981695,0.000033018187,0.00048155873,0.00011875957,0.018014463],"genre_scores_gemma":[0.98956233,0.00019786024,0.008295172,0.000057084155,0.000013285817,0.000016353464,0.00013123252,0.000029627723,0.0016970884],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997142,0.000041713087,0.000009549418,0.000041954536,0.00014128363,0.00005127011],"domain_scores_gemma":[0.9994023,0.00025222462,0.00008135013,0.000039332765,0.00019015268,0.00003463836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038117942,0.00020784167,0.0001372232,0.0005273462,0.00023551524,0.00040844805,0.00028730626,0.00031747943,0.0034228698],"category_scores_gemma":[0.0013797113,0.00020048505,0.00007202608,0.0006901362,0.00075911224,0.000647976,0.00037404624,0.00045280677,0.00023360712],"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":[0.00030105418,0.000051088384,0.004480722,0.00008136681,0.000012049392,0.000061176346,0.00026875423,0.0018256491,0.95695233,0.013093777,0.00079977245,0.022072108],"study_design_scores_gemma":[0.00005954129,0.000117720636,0.028922973,0.000028303923,0.000021846437,0.00020601414,0.00027047243,0.04267052,0.9203206,0.003277713,0.0040578297,0.000046441433],"about_ca_topic_score_codex":0.0011577902,"about_ca_topic_score_gemma":0.0032090216,"teacher_disagreement_score":0.0034228698,"about_ca_system_score_codex":0.00045400334,"about_ca_system_score_gemma":0.00029981523,"threshold_uncertainty_score":0.011450589},"labels":[],"label_agreement":null},{"id":"W2014795497","doi":"10.1007/s00158-008-0258-z","title":"Enumeration of optimal pin-jointed bistable compliant mechanisms with non-crossing members","year":2008,"lang":"en","type":"article","venue":"Structural and Multidisciplinary Optimization","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Bistability; Truss; Enumeration; Graph; Set (abstract data type); Compliant mechanism; Mathematical optimization; Mathematics; Computer science; Structural engineering; Engineering; Finite element method; Combinatorics; Physics","score_opus":0.008805677202083605,"score_gpt":0.21156055767262352,"score_spread":0.2027548804705399,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014795497","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38143906,0.00028424096,0.58407825,0.0002580679,0.00004860638,0.00013709503,0.00037851132,0.00044154655,0.032934643],"genre_scores_gemma":[0.8635359,0.00014890707,0.13009068,0.000059416878,0.000010369798,0.00022806574,0.00033653385,0.000110560235,0.0054796],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968684,0.00008935404,0.000016993496,0.000046335885,0.00010260917,0.000057821017],"domain_scores_gemma":[0.9990601,0.0005690958,0.00014113505,0.000078144025,0.000083376,0.0000681338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005422736,0.0010927942,0.0009273783,0.00095543097,0.0003501988,0.0010685057,0.001163976,0.0016191569,0.006159019],"category_scores_gemma":[0.0031183106,0.000786816,0.00075753755,0.00072218676,0.0007015601,0.0011022011,0.0012790437,0.0007689716,0.00045812485],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013946231,0.00010114227,0.0007025669,0.00018017169,0.00003711754,0.00013774922,0.00006543066,0.91793865,0.0048311637,0.045199163,0.00090251036,0.029764948],"study_design_scores_gemma":[0.00004519514,0.000105194544,0.00030671642,0.000026685917,0.000020611762,0.00004642722,0.000041169325,0.96321005,0.0021991585,0.03344625,0.0005403216,0.000012205475],"about_ca_topic_score_codex":0.0006196012,"about_ca_topic_score_gemma":0.0010061968,"teacher_disagreement_score":0.006159019,"about_ca_system_score_codex":0.0004994453,"about_ca_system_score_gemma":0.0008257492,"threshold_uncertainty_score":0.020603955},"labels":[],"label_agreement":null},{"id":"W2016069320","doi":"10.1007/s00454-009-9220-0","title":"Global Rigidity: The Effect of Coning","year":2009,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; National Science Foundation","keywords":"Mathematics; Rigidity (electromagnetism); Corollary; Infinitesimal; Combinatorics; Euclidean space; Euclidean geometry; Graph; Discrete mathematics; Geometry; Mathematical analysis","score_opus":0.0030436445461443345,"score_gpt":0.2229412836714452,"score_spread":0.21989763912530086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016069320","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4240164,0.0024864438,0.2695123,0.0018380517,0.0015008625,0.00008119321,0.0005048151,0.0016823424,0.29837757],"genre_scores_gemma":[0.97260576,0.0004965274,0.008863089,0.00017972538,0.00014913123,0.000020089656,0.0001293958,0.0006780476,0.016878309],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993135,0.00016628232,0.000016687685,0.00018728532,0.00015832503,0.00015800436],"domain_scores_gemma":[0.9976272,0.00076992303,0.00020215988,0.00081765745,0.00024379206,0.00033927325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006489497,0.0010896339,0.0011398694,0.001138776,0.0018442378,0.0026666184,0.0009774631,0.0012538054,0.03214603],"category_scores_gemma":[0.003929522,0.00064497703,0.0005775404,0.00090676616,0.002489673,0.0028933273,0.0020815837,0.0016952882,0.0022210726],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010227271,0.0002868284,0.0017884983,0.00027616395,0.000087061555,0.000700707,0.00035487814,0.1692769,0.046529997,0.67204404,0.009581673,0.09805063],"study_design_scores_gemma":[0.00010963837,0.00052312476,0.006299972,0.00012235243,0.00011992644,0.001032082,0.0007601635,0.43793437,0.03760727,0.493465,0.021855773,0.00017024661],"about_ca_topic_score_codex":0.0008837066,"about_ca_topic_score_gemma":0.0016765202,"teacher_disagreement_score":0.03214603,"about_ca_system_score_codex":0.00049010885,"about_ca_system_score_gemma":0.00065763737,"threshold_uncertainty_score":0.10753918},"labels":[],"label_agreement":null},{"id":"W2018351288","doi":"10.1177/002199803031054","title":"Triaxial Woven Fabric (TWF) Composites with Open Holes (Part I): Finite Element Models for Analysis","year":2003,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Superelement; Finite element method; Structural engineering; Materials science; Composite material; Vibration; Engineering; Extended finite element method; Finite element limit analysis; Physics","score_opus":0.023875337618508494,"score_gpt":0.24400766340021038,"score_spread":0.2201323257817019,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018351288","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.039160047,0.00013572887,0.95776206,0.000039093225,0.000016496226,0.000030355615,0.00007360684,0.00032302167,0.0024595833],"genre_scores_gemma":[0.52040625,0.0004607622,0.47028425,0.000034152832,0.000019943433,0.00042469654,0.00034141063,0.00017182849,0.007856722],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982846,0.000035752866,0.000008745455,0.000020943273,0.00008976533,0.000016351334],"domain_scores_gemma":[0.9997818,0.00009462655,0.000040985353,0.000032800257,0.000040676063,0.000009196801],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026432806,0.00046145057,0.00037473612,0.00039760332,0.0001695887,0.00029865323,0.00071106973,0.0008405841,0.001667264],"category_scores_gemma":[0.0005080456,0.00038342702,0.00059284497,0.0002688912,0.00035475008,0.0005986711,0.00030362836,0.00036511474,0.0005232385],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008008631,0.000054406282,0.0010232392,0.00010571393,0.000023884093,0.00010270408,0.000093808514,0.8971519,0.03949762,0.007918386,0.00060989615,0.05333837],"study_design_scores_gemma":[0.000004646299,0.000025763919,0.00033596205,0.000007353943,0.0000041076482,0.00005675048,0.0000092081,0.99193364,0.0051189885,0.0010210908,0.0014774671,0.0000050290964],"about_ca_topic_score_codex":0.0008565762,"about_ca_topic_score_gemma":0.0014386161,"teacher_disagreement_score":0.001667264,"about_ca_system_score_codex":0.0002269899,"about_ca_system_score_gemma":0.0003386424,"threshold_uncertainty_score":0.0055775642},"labels":[],"label_agreement":null},{"id":"W2018543975","doi":"10.1007/s10659-009-9204-6","title":"Analysis of Constitutive Assumptions for the Strain Energy of a Generalized Elastic Membrane in a Nonlinear Contact Problem","year":2009,"lang":"en","type":"article","venue":"Journal of Elasticity","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Membrane; Context (archaeology); Nonlinear system; Elastic energy; Deformation (meteorology); Mechanics; Simple (philosophy); Strain energy; Mathematics; Plane (geometry); Bending; Mathematical analysis; Classical mechanics; Simple shear; Materials science; Physics; Shear stress; Geometry; Finite element method; Composite material; Thermodynamics; Chemistry","score_opus":0.011396254813560198,"score_gpt":0.24016998246049234,"score_spread":0.22877372764693216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018543975","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16830845,0.0010997757,0.77208287,0.0031403396,0.00020677813,0.00014646833,0.00024259597,0.000110896326,0.05466175],"genre_scores_gemma":[0.93213904,0.0008525206,0.044801444,0.00040054813,0.00022267003,0.00025703968,0.00023440762,0.00023733433,0.020854946],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994221,0.00021757344,0.00002850477,0.00007277407,0.00018768385,0.00007145714],"domain_scores_gemma":[0.9975198,0.001571476,0.00022992924,0.00017888148,0.0003725932,0.00012731655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018752445,0.00088428945,0.0010930873,0.0012432602,0.0009082924,0.00197712,0.0016410789,0.003368703,0.0037001076],"category_scores_gemma":[0.007826712,0.00062835537,0.000843342,0.000629752,0.0024699525,0.0024696188,0.002215,0.0016991768,0.00052326045],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008360595,0.00013652637,0.00090850954,0.00017121666,0.000036188416,0.000622159,0.0002559771,0.4516967,0.0075890827,0.5288418,0.0019283158,0.0077298977],"study_design_scores_gemma":[0.000008927186,0.000016930131,0.0002306061,0.000019641973,0.0000063872412,0.00006830075,0.00008555722,0.95550185,0.00046656537,0.04295309,0.0006292823,0.000012840077],"about_ca_topic_score_codex":0.002993788,"about_ca_topic_score_gemma":0.0021330228,"teacher_disagreement_score":0.0037001076,"about_ca_system_score_codex":0.0012354973,"about_ca_system_score_gemma":0.0012364279,"threshold_uncertainty_score":0.012378097},"labels":[],"label_agreement":null},{"id":"W2019195089","doi":"10.5589/q14-007","title":"MFC-based actuators for wrinkle control of Kapton membranes","year":2014,"lang":"en","type":"article","venue":"Canadian aeronautics and space journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Kapton; Actuator; Materials science; Membrane; Flatness (cosmology); Finite element method; Engineering; Composite material; Structural engineering; Polyimide; Electrical engineering; Layer (electronics); Physics","score_opus":0.003980597849683644,"score_gpt":0.1689672186768395,"score_spread":0.16498662082715587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019195089","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90999925,0.0008896284,0.08348511,0.00010200782,0.000091413065,0.000064387394,0.0001255879,0.00037151374,0.004871074],"genre_scores_gemma":[0.97910416,0.00023077586,0.019071748,0.000016776696,0.0000068773916,0.000028208413,0.000039986164,0.000010611781,0.0014908887],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984896,0.000008379211,0.0000094513625,0.000020203499,0.0000968475,0.000016150998],"domain_scores_gemma":[0.99980134,0.000039176302,0.00006497149,0.000021259688,0.000056561323,0.000016715176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014148337,0.00023349021,0.00013547014,0.00018960077,0.00015448632,0.00018316178,0.00024926223,0.00027986363,0.0007094439],"category_scores_gemma":[0.00025184386,0.000108088614,0.00012623987,0.00009361904,0.0002076121,0.00022538475,0.00020341435,0.00027150929,0.00019242756],"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":[0.000019158091,0.000006236959,0.00011039292,0.000049405855,0.0000018047919,0.00003436189,0.000019862455,0.0018306907,0.99390185,0.00019021308,0.000051637886,0.0037844696],"study_design_scores_gemma":[0.000005409067,0.00011960021,0.0016317816,0.000008729972,0.0000038200337,0.00008212762,0.00002286946,0.028046131,0.9668127,0.00007788348,0.0031760917,0.000012909446],"about_ca_topic_score_codex":0.0004331448,"about_ca_topic_score_gemma":0.0007393714,"teacher_disagreement_score":0.0007094439,"about_ca_system_score_codex":0.00022864179,"about_ca_system_score_gemma":0.00013290449,"threshold_uncertainty_score":0.0023733377},"labels":[],"label_agreement":null},{"id":"W2019269032","doi":"10.1002/bate.201300016","title":"Faltung von textilen Membranen bei wandelbaren Leichtbaukonstruktionen","year":2013,"lang":"de","type":"article","venue":"Bautechnik","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering; Materials science; Composite material","score_opus":0.005182077198175922,"score_gpt":0.18326589682727126,"score_spread":0.17808381962909534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019269032","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964012,0.0005547669,0.0022921409,0.000021898546,0.000022658005,0.000027517375,0.00004114986,0.00003123681,0.0006073279],"genre_scores_gemma":[0.9943375,0.00039833295,0.0036235682,0.000023183802,0.0000033652818,0.000023309438,0.00006115142,0.0000134840875,0.0015161581],"study_design_codex":"bench_or_experimental","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994098,0.000094877374,0.000039644958,0.00007964311,0.0002544672,0.00012151492],"domain_scores_gemma":[0.9993369,0.00020595307,0.00013897101,0.00005979913,0.00017666117,0.00008164364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006611232,0.00045527486,0.00023636465,0.00051792496,0.00034940027,0.00043166976,0.00031562702,0.0006984137,0.0012874815],"category_scores_gemma":[0.000798792,0.00022506498,0.00027801294,0.0003153037,0.00043145995,0.00033412184,0.0003675531,0.00039208532,0.00039333288],"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":[0.00012585327,0.000040102823,0.00070621504,0.000089507565,0.000013340829,0.00023582013,0.0000886182,0.0019645982,0.990582,0.000037176196,0.000040319374,0.006076435],"study_design_scores_gemma":[0.000010361654,0.0012841284,0.010392736,0.000025844804,0.000018626128,0.00014555924,0.00014391009,0.0027053563,0.9834026,0.000039071336,0.0018153933,0.000016496046],"about_ca_topic_score_codex":0.0018500949,"about_ca_topic_score_gemma":0.0042996085,"teacher_disagreement_score":0.0018500949,"about_ca_system_score_codex":0.00055396726,"about_ca_system_score_gemma":0.0002230324,"threshold_uncertainty_score":0.0043070912},"labels":[],"label_agreement":null},{"id":"W2026581422","doi":"10.1016/j.str.2015.01.004","title":"Type IV Pilus: One Architectural Problem, Many Structural Solutions","year":2015,"lang":"en","type":"letter","venue":"Structure","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Pilus; Computational biology; Type (biology); Computer science; Chemistry; Biology; Biochemistry; Escherichia coli; Ecology","score_opus":0.016100580691688366,"score_gpt":0.2061818995993736,"score_spread":0.19008131890768523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2026581422","genre_codex":"other","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032357257,0.0042769485,0.22385287,0.29031077,0.014063537,0.0001306763,0.0005437205,0.0009045828,0.4335597],"genre_scores_gemma":[0.6529235,0.0040836623,0.12262728,0.044760194,0.0076220417,0.00028766465,0.0005091674,0.0007242255,0.1664623],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99963605,0.00007949251,0.000013524846,0.000048963175,0.00016436631,0.000057708676],"domain_scores_gemma":[0.99945897,0.00028029125,0.0000443089,0.00011463901,0.000053321954,0.00004839293],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003954713,0.00066334795,0.0007757095,0.0004180978,0.0014680275,0.002267499,0.0012293672,0.006505872,0.015220236],"category_scores_gemma":[0.00265974,0.000328366,0.0006339466,0.0005048655,0.0019208575,0.0015998207,0.0012176938,0.004584188,0.0030058345],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001569921,0.00004687059,0.00048179604,0.0002099893,0.00002828547,0.0021607352,0.00009577625,0.011159577,0.002076358,0.702559,0.2261509,0.054873675],"study_design_scores_gemma":[0.00007549408,0.000028402768,0.00024446813,0.00008629814,0.000016377859,0.003136422,0.00024564998,0.058912594,0.0019978022,0.79681706,0.13841687,0.000022531329],"about_ca_topic_score_codex":0.00068885356,"about_ca_topic_score_gemma":0.0014427601,"teacher_disagreement_score":0.015220236,"about_ca_system_score_codex":0.0012095182,"about_ca_system_score_gemma":0.00065648014,"threshold_uncertainty_score":0.05091673},"labels":[],"label_agreement":null},{"id":"W2027087977","doi":"10.1016/s0097-3165(03)00005-0","title":"Embeddings of polar spaces","year":2003,"lang":"en","type":"article","venue":"Journal of Combinatorial Theory Series A","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Polar; Statement (logic); Field (mathematics); Mathematics; Geometry; Pure mathematics; Physics; Epistemology; Philosophy; Quantum mechanics","score_opus":0.003612113548295665,"score_gpt":0.19326118582976112,"score_spread":0.18964907228146546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027087977","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28609616,0.0021969338,0.35683236,0.0052017095,0.0010767374,0.000106023675,0.000982724,0.00055562315,0.34695172],"genre_scores_gemma":[0.89916676,0.001737057,0.032636162,0.0006465756,0.00058268465,0.00009356338,0.0011577298,0.00036369325,0.0636157],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9995352,0.0001307635,0.00002685137,0.000120303106,0.00010994172,0.00007698878],"domain_scores_gemma":[0.9991301,0.00030807315,0.00011130718,0.0001119252,0.00016379268,0.0001748091],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005612596,0.0009131774,0.0005465171,0.0018902501,0.0013525834,0.0039581642,0.0006153232,0.0007907607,0.014611358],"category_scores_gemma":[0.0020756668,0.00060213456,0.0006279623,0.0011221305,0.0026859143,0.005835425,0.0031062916,0.0033122732,0.0020360132],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027504833,0.0000098705605,0.000110979236,0.0000142164545,0.000003604795,0.000029929566,0.00017584342,0.00029327045,0.00031579364,0.99405485,0.0010118526,0.003952284],"study_design_scores_gemma":[0.000010042079,0.000013520894,0.00013222208,0.000010281897,0.0000058649443,0.00008018735,0.00024396974,0.0016175172,0.00024396856,0.9902355,0.0074007576,0.0000061108963],"about_ca_topic_score_codex":0.0006377611,"about_ca_topic_score_gemma":0.00055104186,"teacher_disagreement_score":0.014611358,"about_ca_system_score_codex":0.0007208271,"about_ca_system_score_gemma":0.0002591617,"threshold_uncertainty_score":0.04887986},"labels":[],"label_agreement":null},{"id":"W2029990042","doi":"10.1016/s0024-3795(00)00281-0","title":"On rigidity and realizability of weighted graphs","year":2001,"lang":"en","type":"article","venue":"Linear Algebra and its Applications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fields Institute for Research in Mathematical Sciences","keywords":"Realizability; Mathematics; Characterization (materials science); Euclidean geometry; Combinatorics; Discrete mathematics; Rigidity (electromagnetism); Algorithm; Geometry","score_opus":0.007264151403616262,"score_gpt":0.21673709252602064,"score_spread":0.2094729411224044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029990042","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25721565,0.0017862598,0.6940725,0.0022445596,0.00019594499,0.000067136374,0.00041380714,0.0001890434,0.04381519],"genre_scores_gemma":[0.8845555,0.003107336,0.09454208,0.00044734686,0.0007214685,0.00018259673,0.00093491713,0.00021121882,0.0152975265],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9977496,0.00089574984,0.00012391664,0.0004970843,0.00043432985,0.00029927358],"domain_scores_gemma":[0.98389524,0.011598231,0.0019077132,0.0011333654,0.0006606164,0.0008049313],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030945307,0.001537409,0.0020051254,0.0033068154,0.0020711224,0.0026546612,0.0032675068,0.002276607,0.006998309],"category_scores_gemma":[0.012896552,0.0018058429,0.0031414349,0.0041107163,0.007261131,0.010157205,0.003099075,0.0057125012,0.0006744585],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060729853,0.000037627015,0.00031349045,0.00007175563,0.000026561287,0.00005268638,0.00024866298,0.016062932,0.00091913453,0.97580326,0.0004857357,0.0059174416],"study_design_scores_gemma":[0.0000060738275,0.000018867097,0.0002130216,0.0000136734925,0.000009838077,0.000017861184,0.00005012376,0.014010498,0.00017535014,0.9850796,0.00039203803,0.000013001925],"about_ca_topic_score_codex":0.003180019,"about_ca_topic_score_gemma":0.0035458107,"teacher_disagreement_score":0.006998309,"about_ca_system_score_codex":0.0016341124,"about_ca_system_score_gemma":0.0009527675,"threshold_uncertainty_score":0.023411632},"labels":[],"label_agreement":null},{"id":"W2030818491","doi":"10.1177/0021998305050738","title":"Finite Element Modeling of a Membrane Sector of a Satellite Reflector Made of Triaxial Composites","year":2005,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Deflection (physics); Materials science; Stiffness; Composite material; Structural engineering; Finite element method; Engineering; Optics; Physics","score_opus":0.016155847072389463,"score_gpt":0.23475237850958058,"score_spread":0.21859653143719113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030818491","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62657034,0.0001777331,0.35638607,0.00017014833,0.000034537148,0.000055744888,0.0003415735,0.00045507355,0.015808858],"genre_scores_gemma":[0.9684235,0.0001109017,0.026853664,0.000012847859,0.000003748087,0.000052535346,0.0001231128,0.000035648187,0.0043841396],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987495,0.00003116312,0.000006934373,0.000023319273,0.000045137996,0.000018427898],"domain_scores_gemma":[0.99986506,0.000048233695,0.000023788041,0.00002302263,0.000025422947,0.000014488653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022933107,0.00031054596,0.00036726837,0.00032412578,0.0002636309,0.00048490457,0.00064440805,0.0012494446,0.0019058988],"category_scores_gemma":[0.00034448024,0.00033812108,0.0005554836,0.00028064786,0.00052151945,0.0003315908,0.00029898144,0.0003710924,0.0003975656],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010199068,0.000033061988,0.0006396444,0.00003128509,0.000015734897,0.00014660516,0.00006177717,0.967045,0.025825217,0.0022056284,0.00009681327,0.0037971425],"study_design_scores_gemma":[0.0000037768973,0.000026975194,0.00033076163,0.0000033476585,0.0000040213645,0.000022843498,0.00001879917,0.99653745,0.002667003,0.00011312964,0.0002671487,0.0000047074454],"about_ca_topic_score_codex":0.0049302196,"about_ca_topic_score_gemma":0.003799663,"teacher_disagreement_score":0.0049302196,"about_ca_system_score_codex":0.0003262939,"about_ca_system_score_gemma":0.0005985886,"threshold_uncertainty_score":0.009803057},"labels":[],"label_agreement":null},{"id":"W2032935900","doi":"10.1139/l03-087","title":"Performance of double skin-profiled composite shear walls — experiments and design equations","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Structural engineering; Stiffness; Finite element method; Composite number; Deflection (physics); Shear (geology); Infill; Composite construction; Buckling; Shear wall; Engineering; Materials science; Composite material","score_opus":0.012683100174714924,"score_gpt":0.19388579696215227,"score_spread":0.18120269678743736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032935900","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.964366,0.00012917162,0.033376455,0.000023358583,0.000010855169,0.000042512398,0.00013613557,0.000149246,0.001766302],"genre_scores_gemma":[0.9870495,0.000056216835,0.011998078,0.0000037271425,0.0000014135579,0.000041804185,0.00008026154,0.000015803651,0.0007531498],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969554,0.00005397891,0.000030514,0.00003746163,0.00015086473,0.00003163334],"domain_scores_gemma":[0.9992824,0.0003476132,0.00010811022,0.00011313636,0.0001173785,0.000031339805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008755987,0.00045233482,0.00040509502,0.00028385007,0.00014437339,0.00033740155,0.0004197271,0.00041078043,0.0011056219],"category_scores_gemma":[0.001032234,0.00021278771,0.0003539253,0.00016434584,0.00035871816,0.00024942795,0.00034994335,0.00024317837,0.00020056576],"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":[0.0006400447,0.00025278036,0.0030403598,0.00022326176,0.000019897963,0.00014058722,0.00015684357,0.61840904,0.35927764,0.0014364391,0.00015656023,0.016246567],"study_design_scores_gemma":[0.00008380512,0.0015042056,0.0027467667,0.000013000462,0.000021959915,0.00006632933,0.00004021627,0.7176825,0.27697808,0.00030441882,0.000534397,0.000024364039],"about_ca_topic_score_codex":0.00059496117,"about_ca_topic_score_gemma":0.00054836296,"teacher_disagreement_score":0.0011056219,"about_ca_system_score_codex":0.00028150805,"about_ca_system_score_gemma":0.00024268476,"threshold_uncertainty_score":0.0046306252},"labels":[],"label_agreement":null},{"id":"W203295055","doi":"","title":"Large SAR Membrane Antennas with Lightweight Deployable Booms","year":2005,"lang":"en","type":"article","venue":"elib (German Aerospace Center)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Software deployment; Aerospace engineering; Boom; Satellite; Solar sail; Propulsion; Antenna (radio); Remote sensing; Synthetic aperture radar; Radar; Engineering; Computer science; Electrical engineering; Geology","score_opus":0.003696355389862498,"score_gpt":0.19277297486618308,"score_spread":0.1890766194763206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W203295055","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74748915,0.0012721269,0.22996645,0.0008413599,0.0003929702,0.0001534131,0.00019619403,0.0011631353,0.018525226],"genre_scores_gemma":[0.882276,0.00049154874,0.10697384,0.00013327163,0.000052142364,0.00007877701,0.00014713625,0.0000659511,0.0097813485],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996313,0.0000726549,0.000018106633,0.000046639474,0.00017559907,0.00005567702],"domain_scores_gemma":[0.99958414,0.000063441206,0.00012884507,0.00008704702,0.000078769226,0.000057823676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045386725,0.00047099273,0.0003348987,0.00020732984,0.00014294493,0.00038723848,0.00050120155,0.00087823655,0.0011644141],"category_scores_gemma":[0.0005733215,0.0002713747,0.00037445544,0.00019622456,0.00041272375,0.00060828374,0.00073355396,0.0007400196,0.0010543324],"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":[0.00022354456,0.0000404618,0.00062133325,0.00010196737,0.000012116369,0.00016551964,0.00008519815,0.004320431,0.97081727,0.0024592811,0.000863337,0.020289399],"study_design_scores_gemma":[0.00010900879,0.002193898,0.008411474,0.00006873125,0.000033055985,0.0011509798,0.00014235417,0.030885315,0.917948,0.00089450006,0.03805836,0.0001044058],"about_ca_topic_score_codex":0.00028391666,"about_ca_topic_score_gemma":0.0003541695,"teacher_disagreement_score":0.0011644141,"about_ca_system_score_codex":0.0004789791,"about_ca_system_score_gemma":0.00022580675,"threshold_uncertainty_score":0.0038953424},"labels":[],"label_agreement":null},{"id":"W2032954254","doi":"10.1016/j.jcsr.2003.08.004","title":"Experimental and theoretical behaviour of composite walling under in-plane shear","year":2003,"lang":"en","type":"article","venue":"Journal of Constructional Steel Research","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":139,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Composite number; Stiffness; Shear (geology); Shear wall; Deflection (physics); Materials science; Composite construction; Engineering; Geotechnical engineering; Composite material","score_opus":0.022982736613476943,"score_gpt":0.30744550820132416,"score_spread":0.2844627715878472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032954254","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9914141,0.00012069171,0.0029753058,0.000032809425,0.00002048284,0.000008660698,0.00017764777,0.00010512743,0.005145046],"genre_scores_gemma":[0.9982443,0.000040316707,0.0004626605,0.0000036084612,0.0000032346716,0.0000034763677,0.00010393974,0.000016412487,0.0011222041],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997551,0.000030355595,0.000010072997,0.000039795574,0.00010590517,0.00005869895],"domain_scores_gemma":[0.9988502,0.0004288258,0.00013004197,0.00017826,0.00031891797,0.00009381038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039669845,0.00027427654,0.0002650382,0.0004335036,0.0006154443,0.00038881743,0.000505045,0.0005184119,0.007485677],"category_scores_gemma":[0.0014728528,0.00027746215,0.00017328322,0.0003600499,0.0010157799,0.00042050867,0.0002691374,0.00039238445,0.0006386994],"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":[0.0015849904,0.00021107281,0.001480982,0.000092366754,0.000012313571,0.00020548528,0.0003134974,0.014344694,0.97474504,0.0018476674,0.0004941983,0.0046677785],"study_design_scores_gemma":[0.000050737024,0.000721426,0.012447328,0.00001537649,0.000019289713,0.00016817015,0.0002909352,0.04376679,0.94062454,0.0004644403,0.0013974934,0.00003363791],"about_ca_topic_score_codex":0.00090500445,"about_ca_topic_score_gemma":0.0007361767,"teacher_disagreement_score":0.007485677,"about_ca_system_score_codex":0.0002546493,"about_ca_system_score_gemma":0.00017616469,"threshold_uncertainty_score":0.025042117},"labels":[],"label_agreement":null},{"id":"W2033458243","doi":"10.2514/1.c031382","title":"Discretization Method for the Development of a Modular Morphing Wing","year":2012,"lang":"en","type":"article","venue":"Journal of Aircraft","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Morphing; Wing; Discretization; Curvature; Chord (peer-to-peer); Modular design; Wing twist; Mathematics; Computer science; Lift (data mining); Airfoil; Geometry; Aerospace engineering; Angle of attack; Aerodynamics; Mathematical analysis; Engineering; Artificial intelligence","score_opus":0.01502368848533207,"score_gpt":0.2583238297904534,"score_spread":0.24330014130512131,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033458243","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0030226822,0.00008943484,0.9948277,0.000025954052,0.000025588128,0.000026268155,0.000016095191,0.000103434446,0.0018628271],"genre_scores_gemma":[0.13354576,0.00025589278,0.8630419,0.000037866015,0.000020875295,0.00016489459,0.00007577816,0.000084836276,0.002772171],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980813,0.00004053791,0.000012346633,0.000031593456,0.00009243044,0.000014897314],"domain_scores_gemma":[0.9998111,0.000079234385,0.00002121309,0.000033163575,0.00004603678,0.000009258964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037286137,0.00031897056,0.00032049927,0.00034859942,0.00027371722,0.00033731136,0.000633959,0.00040094135,0.0027308085],"category_scores_gemma":[0.0006474032,0.00022574866,0.0005001208,0.00023435873,0.0003412571,0.00036175433,0.00057089137,0.0007016791,0.00067509],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009466371,0.0000682325,0.0016379235,0.00035418256,0.00004676688,0.0002055063,0.00035784082,0.53470725,0.08661229,0.08487627,0.0027257765,0.28831327],"study_design_scores_gemma":[0.000019621073,0.00004961616,0.00019741696,0.00002421283,0.000008044505,0.00010680624,0.00002126541,0.9750182,0.0064646783,0.005885932,0.01219219,0.000011920717],"about_ca_topic_score_codex":0.0011804282,"about_ca_topic_score_gemma":0.0012745296,"teacher_disagreement_score":0.0027308085,"about_ca_system_score_codex":0.00037323072,"about_ca_system_score_gemma":0.0004658343,"threshold_uncertainty_score":0.009135485},"labels":[],"label_agreement":null},{"id":"W2033725083","doi":"10.1088/1126-6708/2002/02/043","title":"A new wrinkle on the enhançon","year":2002,"lang":"en","type":"article","venue":"Journal of High Energy Physics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Perimeter Institute; University of Waterloo; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Institut Périmètre de physique théorique; University of Waterloo; University of California, Santa Barbara; National Science Foundation","keywords":"Prolate spheroid; Wrinkle; Space (punctuation); Surface (topology); Locus (genetics)","score_opus":0.00880488291493665,"score_gpt":0.16979838865405156,"score_spread":0.16099350573911492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033725083","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1791122,0.001572688,0.38221458,0.0026209804,0.0030616997,0.00021145046,0.00078423426,0.0016609548,0.42876118],"genre_scores_gemma":[0.5851156,0.0009899414,0.1772339,0.0013988238,0.0006012607,0.00020641233,0.00067315524,0.001892614,0.23188826],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997452,0.000047319103,0.000008867641,0.000068198075,0.00008906182,0.000041453357],"domain_scores_gemma":[0.9997002,0.000051953848,0.000024718343,0.000109067216,0.00006484997,0.000049318085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024508027,0.00060976826,0.00064969854,0.00070667325,0.0017550105,0.0018066207,0.0011657353,0.0013217629,0.032764766],"category_scores_gemma":[0.0012253993,0.00038712574,0.00043415825,0.0003799378,0.001257734,0.0018123604,0.0019202305,0.0014559596,0.0038897365],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003208398,0.000099416,0.0006361116,0.00018159859,0.000018058181,0.0004288808,0.0003950328,0.02112722,0.02890771,0.84267455,0.017653227,0.08755731],"study_design_scores_gemma":[0.00007422962,0.00025192738,0.0010529374,0.00010613247,0.000017890463,0.00071782834,0.00041521763,0.1928491,0.015880356,0.61049205,0.1780639,0.000078371224],"about_ca_topic_score_codex":0.0007144126,"about_ca_topic_score_gemma":0.001108755,"teacher_disagreement_score":0.032764766,"about_ca_system_score_codex":0.00031105828,"about_ca_system_score_gemma":0.00030097997,"threshold_uncertainty_score":0.10960907},"labels":[],"label_agreement":null},{"id":"W2035172594","doi":"10.1016/j.ejc.2009.11.020","title":"Geometric properties of Assur graphs","year":2009,"lang":"en","type":"article","venue":"European Journal of Combinatorics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Mathematics; Characterization (materials science); Link (geometry); Combinatorics; Focus (optics); Geometric analysis; Mathematical analysis; Physics","score_opus":0.01050891993799969,"score_gpt":0.17151978281479086,"score_spread":0.16101086287679117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035172594","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88847613,0.00050386356,0.04697298,0.0006966565,0.00006630185,0.00004797084,0.00032100413,0.00021420633,0.06270091],"genre_scores_gemma":[0.9824868,0.00044600383,0.00761455,0.00014217246,0.00010776466,0.00003722127,0.00050879986,0.00008894279,0.008567795],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99943143,0.0001672553,0.000028866636,0.00010338733,0.00018485088,0.000084110885],"domain_scores_gemma":[0.99721473,0.0012740206,0.00061851676,0.00025394533,0.0003736202,0.00026522836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005807885,0.0008661617,0.0006009512,0.0027311277,0.0017470022,0.0028431774,0.0010844475,0.0009154441,0.008590885],"category_scores_gemma":[0.0029369479,0.00051167107,0.0006005158,0.0017834888,0.0020776421,0.0026137524,0.0015252096,0.0012105267,0.00086801534],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009531067,0.000035049095,0.0022595692,0.00006391092,0.000017742428,0.00024876947,0.00051867426,0.009066416,0.0038451985,0.97014767,0.0014443932,0.012257306],"study_design_scores_gemma":[0.00001858651,0.000064231645,0.0021711595,0.000022544224,0.000029145443,0.00046547977,0.0005615711,0.02249476,0.0021831905,0.96626204,0.005703458,0.000023693992],"about_ca_topic_score_codex":0.0012886678,"about_ca_topic_score_gemma":0.0012856092,"teacher_disagreement_score":0.008590885,"about_ca_system_score_codex":0.00084638986,"about_ca_system_score_gemma":0.0003818774,"threshold_uncertainty_score":0.028739333},"labels":[],"label_agreement":null},{"id":"W2037655014","doi":"10.1504/ijspacese.2013.054464","title":"Pressure induced active control mechanism for a pneumatically supported space tower","year":2013,"lang":"en","type":"article","venue":"International Journal of Space Science and Engineering","topic":"Structural Analysis and Optimization","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":"York University","funders":"","keywords":"Inflatable; Mechanism (biology); Tower; Pressure control; Control (management); Control theory (sociology); Space (punctuation); Structural engineering; Orientation (vector space); Confined space; Control system; Engineering; Computer science; Mechanical engineering; Chemistry; Physics; Mathematics; Artificial intelligence; Geometry","score_opus":0.005020562797005305,"score_gpt":0.20845294422953356,"score_spread":0.20343238143252826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037655014","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3391201,0.0002738723,0.65287614,0.00018192192,0.00022064931,0.00015379071,0.00007635209,0.0014090453,0.005688087],"genre_scores_gemma":[0.9742988,0.00006165034,0.023816852,0.00003130428,0.00003678232,0.000067858135,0.00003121092,0.0000106841535,0.0016448874],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981576,0.000016299997,0.000011708055,0.00004395701,0.00009610191,0.00001626132],"domain_scores_gemma":[0.9996675,0.000075973694,0.00008571778,0.00004349998,0.00010476314,0.000022583079],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020133235,0.00030746445,0.00015984684,0.0001998823,0.0002803037,0.0003072397,0.0010415065,0.0003658911,0.001934959],"category_scores_gemma":[0.00042908877,0.00013613638,0.00016211906,0.00007568439,0.00029371848,0.00041354212,0.0002521211,0.00029487108,0.00023088593],"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":[0.0002681662,0.00009692765,0.000706583,0.00016667355,0.000025484762,0.00027102954,0.0001287693,0.015800124,0.9169981,0.0035190478,0.00061405776,0.061405033],"study_design_scores_gemma":[0.00021519951,0.0022752145,0.005219513,0.00002438487,0.000074140036,0.00053509115,0.00004259498,0.4917666,0.48772377,0.0011985599,0.010851483,0.00007342311],"about_ca_topic_score_codex":0.0003061406,"about_ca_topic_score_gemma":0.0002620526,"teacher_disagreement_score":0.001934959,"about_ca_system_score_codex":0.00014255496,"about_ca_system_score_gemma":0.00016957286,"threshold_uncertainty_score":0.0064730644},"labels":[],"label_agreement":null},{"id":"W2037733585","doi":"10.1074/jbc.m103739200","title":"Directional Resolution of Synthetic Holliday Structures by the Cre Recombinase","year":2001,"lang":"en","type":"article","venue":"Journal of Biological Chemistry","topic":"Structural Analysis and Optimization","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 Toronto","funders":"","keywords":"Holliday junction; Recombinase; Cre recombinase; Computational biology; Synthetic biology; Biology; Genetics; Recombination; DNA; Homologous recombination; Transgene; Gene","score_opus":0.011397152139403493,"score_gpt":0.2066378242343524,"score_spread":0.1952406720949489,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037733585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9731943,0.00048005304,0.024633726,0.000078066005,0.000039394767,0.000069124595,0.0002291435,0.00012498253,0.0011510476],"genre_scores_gemma":[0.96021277,0.0005082397,0.035336364,0.00005049051,0.000008415463,0.000065722175,0.0008559857,0.00011739217,0.0028446186],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971455,0.0000709467,0.000032492826,0.000057544155,0.000081957885,0.00004237225],"domain_scores_gemma":[0.9994529,0.0000990739,0.00022211796,0.00009322767,0.000056212513,0.00007644238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005021991,0.00038562532,0.00024659958,0.00020223952,0.00015028928,0.00054601126,0.0005242979,0.0003355316,0.0007241367],"category_scores_gemma":[0.00044855115,0.00038849824,0.00035138184,0.00019415909,0.00023969142,0.00030213056,0.00035149773,0.0011700997,0.0003899448],"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":[0.00004756633,0.00002118079,0.00008207414,0.000023951863,0.0000054322118,0.000034310862,0.00002049888,0.00030166577,0.99830675,0.00036457382,0.000026002674,0.000765962],"study_design_scores_gemma":[0.0000127613985,0.00009790987,0.00025266525,0.000003888723,0.0000058262744,0.000111023684,0.000015614492,0.0013700603,0.9965796,0.000072169976,0.001472842,0.0000056650183],"about_ca_topic_score_codex":0.0001899326,"about_ca_topic_score_gemma":0.0003001839,"teacher_disagreement_score":0.0007241367,"about_ca_system_score_codex":0.0003205017,"about_ca_system_score_gemma":0.00021811143,"threshold_uncertainty_score":0.0026559234},"labels":[],"label_agreement":null},{"id":"W2037965587","doi":"10.1016/j.laa.2007.08.040","title":"On the dual rigidity matrix","year":2007,"lang":"en","type":"article","venue":"Linear Algebra and its Applications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Mathematics; Combinatorics; Realizability; Characterization (materials science); Discrete mathematics; Algorithm","score_opus":0.008282287683204763,"score_gpt":0.2336375570690667,"score_spread":0.22535526938586192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037965587","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14398356,0.0023328264,0.61477184,0.0064270515,0.0011698488,0.00005835231,0.0004277911,0.00022058126,0.2306082],"genre_scores_gemma":[0.85049176,0.0020634118,0.068818055,0.0016923154,0.0018906771,0.00013390616,0.0004922012,0.0002729441,0.07414469],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993773,0.00024606407,0.000018517567,0.00013817365,0.00014153184,0.00007843512],"domain_scores_gemma":[0.9984059,0.0006523879,0.00020631825,0.00018190843,0.00031842123,0.00023520346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011050001,0.000856196,0.0007479549,0.0022568947,0.0012656413,0.0019582459,0.0012198485,0.0013655612,0.013555925],"category_scores_gemma":[0.0039274883,0.00054721005,0.0006989098,0.0010190008,0.003425127,0.0038232503,0.002239324,0.0033258148,0.0018586612],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012134881,0.000007704166,0.000049572605,0.000012380075,0.0000032077387,0.000012927669,0.000033785018,0.0013255177,0.00031092548,0.9945229,0.0010990719,0.0026098227],"study_design_scores_gemma":[0.0000041257827,0.000008325015,0.00008614682,0.0000081512835,0.0000025578017,0.000027977221,0.000027488108,0.011716465,0.00014534111,0.98590916,0.0020561132,0.000008124508],"about_ca_topic_score_codex":0.0011984537,"about_ca_topic_score_gemma":0.00096243306,"teacher_disagreement_score":0.013555925,"about_ca_system_score_codex":0.0009784116,"about_ca_system_score_gemma":0.00064990815,"threshold_uncertainty_score":0.04534906},"labels":[],"label_agreement":null},{"id":"W2043753795","doi":"10.1007/s00454-010-9317-5","title":"The Orbit Rigidity Matrix of a Symmetric Framework","year":2010,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; Deutsche Forschungsgemeinschaft","keywords":"Infinitesimal; Rigidity (electromagnetism); Mathematics; Pure mathematics; Symmetry (geometry); Matrix (chemical analysis); Matrix representation; Orbit (dynamics); Geometry; Mathematical analysis; Physics; Group (periodic table)","score_opus":0.004093069760041351,"score_gpt":0.23671219288773065,"score_spread":0.23261912312768931,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043753795","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38937575,0.00074057,0.42498276,0.0019682595,0.00056653924,0.00014601252,0.0008841184,0.00041462816,0.18092138],"genre_scores_gemma":[0.9412975,0.0004406257,0.031085989,0.0003002108,0.00029891153,0.00007867751,0.00037722624,0.00020942089,0.025911365],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9995359,0.000097152275,0.00001551316,0.000082737046,0.00017382525,0.00009492836],"domain_scores_gemma":[0.999328,0.00013464621,0.00011833723,0.00009560894,0.00013499723,0.00018846449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065534306,0.0007032057,0.0006008444,0.0016478099,0.0012721198,0.0015676746,0.0011721769,0.0012163538,0.015515493],"category_scores_gemma":[0.0016248875,0.00034277872,0.00046703944,0.00068331516,0.0021128282,0.0021585093,0.0013079814,0.0013823727,0.0013963492],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002120296,0.0000108324275,0.000054031363,0.0000145742215,0.0000042518413,0.000026597514,0.000039707655,0.005292643,0.0010808946,0.9897022,0.00095857447,0.0027944248],"study_design_scores_gemma":[0.000012342904,0.000041072442,0.00028797152,0.000012402797,0.0000054295024,0.00008862515,0.0000829831,0.051269077,0.00060959987,0.9443894,0.0031713862,0.000029666635],"about_ca_topic_score_codex":0.0019129042,"about_ca_topic_score_gemma":0.0016728762,"teacher_disagreement_score":0.015515493,"about_ca_system_score_codex":0.00072860566,"about_ca_system_score_gemma":0.0010510294,"threshold_uncertainty_score":0.05190456},"labels":[],"label_agreement":null},{"id":"W2043870485","doi":"10.1115/detc2010-28257","title":"Workspace Computation and Analysis of a Planar 2-DoF Translational Tensegrity Mechanism","year":2010,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Workspace; Tensegrity; Kinematics; Mechanism (biology); Planar; Cartesian coordinate system; Computer science; Inertia; Acceleration; Actuator; Computation; Geometry; Topology (electrical circuits); Control theory (sociology); Robot; Physics; Engineering; Mathematics; Classical mechanics; Artificial intelligence; Algorithm","score_opus":0.005287918069239771,"score_gpt":0.19810507103605782,"score_spread":0.19281715296681803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2043870485","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19637774,0.00015899874,0.7989983,0.000053335218,0.00000833464,0.00002671382,0.000047713995,0.00019656506,0.0041323123],"genre_scores_gemma":[0.94789296,0.000097520766,0.05083069,0.0000061494634,0.000004684868,0.000035958878,0.000043081,0.000021385276,0.0010675527],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9999317,0.000013685801,0.0000031022535,0.000009941763,0.000030152223,0.000011362538],"domain_scores_gemma":[0.9998555,0.00006435776,0.000030872656,0.000014873319,0.000024694684,0.000009708205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024728876,0.00028042292,0.00031739016,0.0003757082,0.0001679771,0.00033986883,0.00040766696,0.00036096098,0.0011974666],"category_scores_gemma":[0.00076494814,0.00019044764,0.00036042905,0.000157946,0.00036994496,0.0002498497,0.0004267559,0.00020925146,0.00016755702],"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":[0.0000761795,0.000011895099,0.0006152445,0.00007387903,0.000008745087,0.00022462905,0.000080404374,0.9385857,0.027215695,0.015262057,0.00014435583,0.017701104],"study_design_scores_gemma":[0.000012107068,0.000061478306,0.0005510954,0.0000069171806,0.0000038668218,0.00008706196,0.0000296288,0.99294865,0.0032474962,0.0025316817,0.00051069417,0.00000927283],"about_ca_topic_score_codex":0.00055670884,"about_ca_topic_score_gemma":0.00036121745,"teacher_disagreement_score":0.0011974666,"about_ca_system_score_codex":0.00013670263,"about_ca_system_score_gemma":0.00031398024,"threshold_uncertainty_score":0.004005909},"labels":[],"label_agreement":null},{"id":"W2046372295","doi":"10.1016/s0166-218x(01)00229-3","title":"A note on reconfiguring tree linkages: trees can lock","year":2002,"lang":"en","type":"article","venue":"Discrete Applied Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of Waterloo","funders":"McGill University","keywords":"Mathematics; Regular polygon; Tree (set theory); Polygon (computer graphics); Combinatorics; Equivalence (formal languages); Plane (geometry); Convex polygon; Line (geometry); Discrete mathematics; Geometry; Computer science; Telecommunications; Frame (networking)","score_opus":0.013618757394759295,"score_gpt":0.2017129523917255,"score_spread":0.1880941949969662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046372295","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0125203,0.009670072,0.817213,0.033201225,0.007896804,0.000059758757,0.00023908721,0.0011491596,0.118050605],"genre_scores_gemma":[0.5094477,0.015886137,0.38059658,0.011759711,0.0064984714,0.0002606682,0.00026179824,0.0015770381,0.0737119],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9987795,0.00039415274,0.00005799408,0.00035485794,0.00025795324,0.00015554398],"domain_scores_gemma":[0.99122626,0.0044764853,0.00026364293,0.0031605307,0.00044875237,0.0004243007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019743952,0.0007202719,0.00094405765,0.0006045653,0.002276163,0.0035263412,0.0033300333,0.004221084,0.021284824],"category_scores_gemma":[0.013987854,0.000712202,0.0013248451,0.0012234208,0.0061646313,0.015913932,0.003572294,0.007369327,0.003708336],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007272367,0.000023105706,0.00018341791,0.000088867666,0.000024654182,0.00014893166,0.00025624133,0.010185177,0.0019130193,0.9174375,0.024508456,0.045157943],"study_design_scores_gemma":[0.000015016822,0.000030840918,0.00010854689,0.000041101444,0.0000151331715,0.00011828454,0.000113976916,0.013075497,0.0009406586,0.92439914,0.061108764,0.00003307981],"about_ca_topic_score_codex":0.0017409091,"about_ca_topic_score_gemma":0.0025216546,"teacher_disagreement_score":0.021284824,"about_ca_system_score_codex":0.0007467748,"about_ca_system_score_gemma":0.0008022135,"threshold_uncertainty_score":0.07120484},"labels":[],"label_agreement":null},{"id":"W2051177347","doi":"10.1260/0266351001495161","title":"Some Observations on Designing Double Layer Grids","year":2000,"lang":"en","type":"article","venue":"International Journal of Space Structures","topic":"Structural Analysis and Optimization","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":"Concordia University","funders":"","keywords":"Variety (cybernetics); Computer science; Reliability (semiconductor); Lattice (music); Structural engineering; Reliability engineering; Distributed computing; Engineering; Artificial intelligence; Physics","score_opus":0.020872491166793843,"score_gpt":0.2510126374184129,"score_spread":0.23014014625161905,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051177347","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14063361,0.012831625,0.5539175,0.013144245,0.0008430326,0.0001958059,0.00029802727,0.0011923171,0.2769439],"genre_scores_gemma":[0.7188877,0.01672605,0.20545639,0.0015363987,0.00022298224,0.00019520489,0.00016443075,0.0005777622,0.056232996],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99926955,0.0002820116,0.000050929062,0.00006517145,0.00025562127,0.000076713215],"domain_scores_gemma":[0.99867105,0.0006407288,0.00008128076,0.00032739193,0.00023468016,0.00004488528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017895587,0.00032615956,0.00024516325,0.00040295246,0.001185286,0.0017813346,0.0006353847,0.0009177235,0.0028676987],"category_scores_gemma":[0.0051231747,0.0004772034,0.00034933235,0.0006990156,0.002662442,0.0020918588,0.0011244114,0.0013042402,0.0009132095],"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":[0.00014512491,0.000044269,0.0022557455,0.0006865183,0.000018692155,0.00047125368,0.004723328,0.09068237,0.01135182,0.7927499,0.012995492,0.08387558],"study_design_scores_gemma":[0.00006046936,0.00027333078,0.0030007646,0.00044056444,0.000022011862,0.0006061428,0.0026629507,0.05961627,0.02037814,0.5684853,0.34434885,0.00010520478],"about_ca_topic_score_codex":0.0027412926,"about_ca_topic_score_gemma":0.0030301732,"teacher_disagreement_score":0.0028676987,"about_ca_system_score_codex":0.0009523732,"about_ca_system_score_gemma":0.00035721337,"threshold_uncertainty_score":0.009593427},"labels":[],"label_agreement":null},{"id":"W2052657642","doi":"10.1177/0278364908091152","title":"Kinematic and Static Analysis of a Three-degree-of-freedom Spatial Modular Tensegrity Mechanism","year":2008,"lang":"en","type":"article","venue":"The International Journal of Robotics Research","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; Royal Military College of Canada; Royal Ottawa Mental Health Centre","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Tensegrity; Workspace; Mechanism (biology); Modular design; Kinematics; Inertia; Actuator; Static analysis; Position (finance); Computer science; Engineering; Control theory (sociology); Topology (electrical circuits); Structural engineering; Robot; Artificial intelligence; Physics; Classical mechanics","score_opus":0.08759782427917895,"score_gpt":0.31510303059300726,"score_spread":0.2275052063138283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2052657642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.53681,0.00030800464,0.44816595,0.000077233926,0.000027379234,0.00004681706,0.00006212079,0.00017201932,0.014330413],"genre_scores_gemma":[0.9787992,0.00017498956,0.016799591,0.000008471507,0.0000070084857,0.000037892645,0.000028408173,0.000009807345,0.0041346326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994814,0.0000067341175,0.0000024651756,0.000012251705,0.00002126143,0.000009181373],"domain_scores_gemma":[0.99993265,0.000011704176,0.000028620689,0.00000956184,0.00001039379,0.0000071198783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017005765,0.00023904695,0.00020637938,0.00042442535,0.00017279928,0.00024767336,0.00042280243,0.00035344818,0.0024468028],"category_scores_gemma":[0.0002785571,0.0001648421,0.00039075542,0.000206294,0.00056521856,0.0002756171,0.00030518798,0.0001533106,0.00028790455],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012857212,0.000039174567,0.0022525839,0.0001002063,0.00003732047,0.0006534355,0.00019817112,0.71148527,0.10077782,0.15209503,0.00032775244,0.031904683],"study_design_scores_gemma":[0.000030334091,0.0003101191,0.0034605577,0.000019071484,0.000021496659,0.00033075787,0.00007576775,0.9760761,0.005907372,0.010671163,0.0030709067,0.000026323141],"about_ca_topic_score_codex":0.00064936857,"about_ca_topic_score_gemma":0.0003635239,"teacher_disagreement_score":0.0024468028,"about_ca_system_score_codex":0.00017855965,"about_ca_system_score_gemma":0.00023893436,"threshold_uncertainty_score":0.008185387},"labels":[],"label_agreement":null},{"id":"W2054529753","doi":"10.1115/detc2005-84649","title":"Static Balancing of Tensegrity Mechanisms","year":2005,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Tensegrity; Computer science; Computation; Simple (philosophy); Task (project management); Structural engineering; Algorithm; Engineering","score_opus":0.0034841981342432615,"score_gpt":0.17346777932455362,"score_spread":0.16998358119031037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054529753","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52789605,0.00034193453,0.44086775,0.00014380085,0.000078186145,0.00005558512,0.00006476706,0.00030341413,0.030248558],"genre_scores_gemma":[0.9808803,0.00011452381,0.0142573705,0.000019768619,0.00001150502,0.000048069982,0.00004265235,0.00002986635,0.0045959014],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998667,0.000014454575,0.000008158544,0.000029455065,0.000049943836,0.000031349402],"domain_scores_gemma":[0.9998523,0.000021137406,0.000038472,0.00003557773,0.000031882184,0.000020618283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029475696,0.00034618395,0.0003180532,0.0006398119,0.00040259233,0.00073344214,0.0008370062,0.00043344407,0.0057162726],"category_scores_gemma":[0.0006978742,0.00019657605,0.00022267291,0.00027876886,0.0006306322,0.0010186713,0.0010246929,0.00023610497,0.00047433766],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023281896,0.000048220303,0.0011552832,0.00012731843,0.00005062344,0.0004279661,0.00022199687,0.4620219,0.16580677,0.2895516,0.0007833406,0.079572156],"study_design_scores_gemma":[0.00007771542,0.00023997603,0.0016491439,0.00002766123,0.000032517513,0.00028627354,0.00017362142,0.86094385,0.034839436,0.092911,0.008762393,0.00005641319],"about_ca_topic_score_codex":0.00036906573,"about_ca_topic_score_gemma":0.00043970605,"teacher_disagreement_score":0.0057162726,"about_ca_system_score_codex":0.00027059755,"about_ca_system_score_gemma":0.00028868514,"threshold_uncertainty_score":0.01912278},"labels":[],"label_agreement":null},{"id":"W2056042003","doi":"10.1260/026635105775870260","title":"Evaluation of Biological Deployable Systems","year":2005,"lang":"en","type":"article","venue":"International Journal of Space Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Kinematics; Structural system; Computer science; Earthworm; Engineering; Ecology; Biology; Structural engineering; Physics","score_opus":0.024116345539369803,"score_gpt":0.2777150758680709,"score_spread":0.2535987303287011,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056042003","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61789125,0.0016878516,0.34088805,0.0003109286,0.00009324372,0.00026850373,0.00097077526,0.0005074236,0.037381954],"genre_scores_gemma":[0.971641,0.00041326092,0.025351204,0.00001594082,0.000013344635,0.00010589603,0.0004949884,0.000048131827,0.0019162653],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993204,0.00016501588,0.000026438596,0.000076672,0.00035296386,0.000058477075],"domain_scores_gemma":[0.9986772,0.0006742481,0.00014958184,0.000111802794,0.00031570892,0.00007152281],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008755865,0.0007104148,0.00038510625,0.0011758865,0.00031132292,0.00077760895,0.0004945776,0.0006251304,0.003779898],"category_scores_gemma":[0.0037339353,0.00014495454,0.00026431622,0.00063959975,0.0005164184,0.0006805819,0.0006418738,0.00030921385,0.00040355002],"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":[0.00013843398,0.00008548336,0.004518188,0.00026135487,0.000033049557,0.00014196725,0.000078506506,0.8974007,0.017640537,0.011632335,0.00057645305,0.067493066],"study_design_scores_gemma":[0.000015874812,0.0005252315,0.0035688996,0.000043135962,0.000022612438,0.00012929432,0.00016968421,0.9734004,0.013355577,0.0049854945,0.0037650364,0.000018686165],"about_ca_topic_score_codex":0.001239348,"about_ca_topic_score_gemma":0.00088497304,"teacher_disagreement_score":0.003779898,"about_ca_system_score_codex":0.0008356455,"about_ca_system_score_gemma":0.00040264908,"threshold_uncertainty_score":0.012645006},"labels":[],"label_agreement":null},{"id":"W2056642995","doi":"10.1098/rsta.2012.0112","title":"The rigidity of periodic body–bar frameworks on the three-dimensional fixed torus","year":2013,"lang":"en","type":"article","venue":"Philosophical Transactions of the Royal Society A Mathematical Physical and Engineering Sciences","topic":"Structural Analysis and Optimization","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":"York University","funders":"","keywords":"Torus; Rigidity (electromagnetism); Bar (unit); Fixed point; Mathematics; Lattice (music); Mathematical analysis; Physics; Geometry; Quantum mechanics","score_opus":0.011307257854413534,"score_gpt":0.20405135348655054,"score_spread":0.192744095632137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2056642995","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70799345,0.0008552911,0.17320569,0.0008648587,0.00033465266,0.00009890239,0.00079788157,0.00037362994,0.1154757],"genre_scores_gemma":[0.97770655,0.00025063346,0.018351894,0.00007423548,0.000089009714,0.000072202325,0.00035227972,0.000056732544,0.0030463047],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99935585,0.00009246655,0.000034847406,0.0001171602,0.00017598567,0.00022365779],"domain_scores_gemma":[0.99895275,0.00023686924,0.0002766236,0.00016380312,0.00011210273,0.00025788142],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006550496,0.00063801033,0.0008245694,0.0011065477,0.0021180522,0.0017548793,0.0012854182,0.0015440815,0.008354017],"category_scores_gemma":[0.002794613,0.0004774525,0.0009631403,0.0005115492,0.0027085724,0.0019453502,0.0022775831,0.0011645622,0.00070437876],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038418893,0.000016615539,0.0002330276,0.00005462858,0.000010527429,0.00025282797,0.00008299177,0.015867826,0.0023018462,0.97845227,0.00079000957,0.0018989807],"study_design_scores_gemma":[0.000055042416,0.00010914187,0.0014345157,0.00007226417,0.000019161544,0.0005911661,0.00030583158,0.09047612,0.0017565613,0.9011126,0.0039823134,0.00008526307],"about_ca_topic_score_codex":0.0011043693,"about_ca_topic_score_gemma":0.0015757888,"teacher_disagreement_score":0.008354017,"about_ca_system_score_codex":0.0005963126,"about_ca_system_score_gemma":0.00083394913,"threshold_uncertainty_score":0.027946949},"labels":[],"label_agreement":null},{"id":"W2060046440","doi":"10.1115/1.2218881","title":"Kinematic, Static, and Dynamic Analysis of a Spatial Three-Degree-of-Freedom Tensegrity Mechanism","year":2005,"lang":"en","type":"article","venue":"Journal of Mechanical Design","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Tensegrity; Statics; Kinematics; Mechanism (biology); Inertia; Computer science; Static analysis; Control theory (sociology); Structural engineering; Engineering; Classical mechanics; Physics; Artificial intelligence","score_opus":0.020581166254148592,"score_gpt":0.23268199786927588,"score_spread":0.21210083161512727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060046440","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21591058,0.0006108834,0.77053905,0.00016083627,0.000047489633,0.00004756188,0.00008154517,0.00012095383,0.012481119],"genre_scores_gemma":[0.96733105,0.000437416,0.02759718,0.00002352085,0.000013463843,0.00006266069,0.000043567263,0.000010671772,0.004480483],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990094,0.000015972022,0.0000047963385,0.000018634262,0.000047253863,0.000012500648],"domain_scores_gemma":[0.9998934,0.000023903285,0.000038602513,0.000015873868,0.000020900277,0.00000730288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027648482,0.000281057,0.0003272662,0.00062706583,0.00021503387,0.00038389408,0.00048043916,0.00043184,0.0022001634],"category_scores_gemma":[0.00038117034,0.00018236399,0.00043328377,0.00031798225,0.000607668,0.0005159788,0.0003629475,0.000229396,0.00022734923],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008331322,0.000032039065,0.0012928261,0.00009495315,0.00004013536,0.00044068886,0.00011438548,0.78470325,0.04315243,0.14444812,0.0003688446,0.025228947],"study_design_scores_gemma":[0.000015698142,0.00012480626,0.0009582351,0.000013275203,0.000016810436,0.00019075235,0.000042328065,0.9816058,0.0025368603,0.011978511,0.0024973608,0.00001952084],"about_ca_topic_score_codex":0.000874446,"about_ca_topic_score_gemma":0.0004629554,"teacher_disagreement_score":0.0022001634,"about_ca_system_score_codex":0.00020836412,"about_ca_system_score_gemma":0.00038571906,"threshold_uncertainty_score":0.0073602796},"labels":[],"label_agreement":null},{"id":"W2063301362","doi":"10.1103/physreve.74.036115","title":"Experimental investigation of the scaling of columnar joints","year":2006,"lang":"en","type":"article","venue":"Physical Review E","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":93,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Scaling; Materials science; Geometry; Mathematics","score_opus":0.010425923864383515,"score_gpt":0.2371146692697817,"score_spread":0.22668874540539818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063301362","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957086,0.00010834132,0.0031894436,0.000021787579,0.000006188083,0.000013308297,0.0001714646,0.000050033854,0.0007307961],"genre_scores_gemma":[0.99751365,0.00009082948,0.0020312492,0.00000537851,0.0000028333895,0.000016895343,0.00011117417,0.000014047265,0.00021396932],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979275,0.00002383355,0.000016767477,0.00006437447,0.00006907966,0.000033140266],"domain_scores_gemma":[0.9987651,0.00049683015,0.00021921894,0.00026717532,0.00019377357,0.00005791957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027185818,0.00026204964,0.00021663327,0.00018290454,0.00027515108,0.000213323,0.0002857366,0.00023602461,0.0013374431],"category_scores_gemma":[0.0011838897,0.00021465347,0.00011989432,0.0003316768,0.00043920212,0.00031749698,0.0002560062,0.0003872922,0.000114503026],"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":[0.00008251677,0.000077668585,0.0013880873,0.000044928885,0.000008357027,0.000031490912,0.00008355867,0.0029136264,0.9925585,0.000250372,0.00006394653,0.0024969957],"study_design_scores_gemma":[0.000020709691,0.0005565933,0.011231507,0.0000047109734,0.000010827301,0.00005978437,0.00004986727,0.024027782,0.9630485,0.00024801542,0.0007228468,0.000018971974],"about_ca_topic_score_codex":0.00080389896,"about_ca_topic_score_gemma":0.0010503738,"teacher_disagreement_score":0.0013374431,"about_ca_system_score_codex":0.0002962318,"about_ca_system_score_gemma":0.00010745362,"threshold_uncertainty_score":0.004474163},"labels":[],"label_agreement":null},{"id":"W2064062633","doi":"10.1137/100801044","title":"Isostatic Block and Hole Frameworks","year":2013,"lang":"en","type":"article","venue":"SIAM Journal on Discrete Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; York University","keywords":"Rigidity (electromagnetism); Vertex (graph theory); Mathematics; Regular polygon; Combinatorics; Digraph; Graph; Geometry; Physics","score_opus":0.005130116889062898,"score_gpt":0.20397528712994245,"score_spread":0.19884517024087955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064062633","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44430593,0.0019409694,0.3601265,0.0020159811,0.00025154673,0.00009049734,0.0006125292,0.0006479129,0.1900081],"genre_scores_gemma":[0.9513026,0.0004828192,0.026091024,0.0002574083,0.00010196927,0.00006845501,0.00030920032,0.00016922868,0.021217396],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9996045,0.00006919357,0.000011676838,0.00007987223,0.00012484084,0.00010983596],"domain_scores_gemma":[0.99957377,0.00008167794,0.000062639585,0.000106825486,0.000052935382,0.0001220983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004663279,0.00043709623,0.00049316336,0.00073451194,0.0012330272,0.00095799833,0.00093478087,0.0011011773,0.008997003],"category_scores_gemma":[0.0012589318,0.00020840306,0.0005826909,0.0003504401,0.0021270136,0.002466001,0.0020254615,0.0008942624,0.00077252754],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001074021,0.0000050720582,0.00005851384,0.00000882456,0.0000015606979,0.000026000147,0.000043310094,0.003417497,0.0004646404,0.9940299,0.0004892557,0.0014448096],"study_design_scores_gemma":[0.000009635323,0.000019575618,0.00015006449,0.00000848728,0.0000030688716,0.0000553428,0.00005328029,0.029055508,0.00033530776,0.9658643,0.0044352636,0.000010156277],"about_ca_topic_score_codex":0.0026791096,"about_ca_topic_score_gemma":0.0028469327,"teacher_disagreement_score":0.008997003,"about_ca_system_score_codex":0.0007234915,"about_ca_system_score_gemma":0.0005986026,"threshold_uncertainty_score":0.030097961},"labels":[],"label_agreement":null},{"id":"W2064178031","doi":"10.1007/s00454-009-9160-8","title":"Characterizing Graphs with Convex and Connected Cayley Configuration Spaces","year":2009,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"McGill University; National Science Foundation","keywords":"Mathematics; Cayley graph; Cayley transform; Combinatorics; Discrete mathematics; Convexity; Graph; Line graph; Voltage graph","score_opus":0.004790835647840105,"score_gpt":0.19709045246350088,"score_spread":0.19229961681566077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064178031","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5392343,0.00056541956,0.41817153,0.0011494615,0.000085904016,0.00010855527,0.0007805387,0.00045133597,0.039452966],"genre_scores_gemma":[0.9597796,0.00033517712,0.029938819,0.00024182019,0.00010271665,0.00009001988,0.0007692784,0.00013924147,0.008603338],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99904853,0.00029977752,0.000034906694,0.00025359017,0.00024272998,0.000120500416],"domain_scores_gemma":[0.99405944,0.003062866,0.0011172188,0.0004998603,0.0006695824,0.00059107156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008265305,0.0012293437,0.00087873876,0.0030420606,0.0014585826,0.004405999,0.0023556487,0.00206829,0.006859167],"category_scores_gemma":[0.007315659,0.0011639561,0.0007125237,0.0029083206,0.0032496573,0.0058056084,0.002420428,0.0021874572,0.0007433978],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037013615,0.000026466569,0.0007749462,0.00004258742,0.000016551885,0.00011510003,0.00021645607,0.016560525,0.0011343261,0.9751865,0.0012114563,0.004678065],"study_design_scores_gemma":[0.000010423263,0.000016093612,0.00044430065,0.000010994805,0.000008662484,0.00011252101,0.00017037317,0.04648622,0.00051567436,0.95125145,0.0009562657,0.00001702977],"about_ca_topic_score_codex":0.0020938145,"about_ca_topic_score_gemma":0.0025539328,"teacher_disagreement_score":0.006859167,"about_ca_system_score_codex":0.0014097394,"about_ca_system_score_gemma":0.0006580468,"threshold_uncertainty_score":0.022946179},"labels":[],"label_agreement":null},{"id":"W2066066414","doi":"10.1139/l04-036","title":"On the static analysis of constrained structural systems","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Compatibility (geochemistry); Quadratic equation; Mathematics; Applied mathematics; Structural system; Mathematical optimization; Lagrange multiplier; Inverse; Computer science; Structural engineering; Geometry; Engineering","score_opus":0.005102249805151183,"score_gpt":0.16475361100788763,"score_spread":0.15965136120273646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066066414","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013978653,0.0019331536,0.9653959,0.00049980293,0.00007580066,0.00005129398,0.00010143229,0.000079641395,0.017884417],"genre_scores_gemma":[0.7344039,0.008996112,0.22091123,0.00039209216,0.00079161976,0.00064802775,0.0005713619,0.00021441342,0.033071313],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99957126,0.00017241614,0.000014794803,0.000051525592,0.00016135944,0.000028634147],"domain_scores_gemma":[0.9993079,0.000490561,0.000046044384,0.000037093305,0.00010264798,0.000015675405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081915077,0.0008971184,0.0007658084,0.0012542133,0.0005409133,0.0008791483,0.0005509292,0.00078540324,0.0035769527],"category_scores_gemma":[0.0027736246,0.00043328953,0.0005586365,0.0009269782,0.0015627845,0.0011559603,0.0010554368,0.00066572643,0.00047589216],"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":[0.000017930477,0.000022257369,0.00030803628,0.00016528706,0.000034225894,0.00012427739,0.00010695209,0.5835997,0.0021963655,0.3820801,0.0013534827,0.029991312],"study_design_scores_gemma":[0.0000060439497,0.000016274449,0.00021105348,0.00002659358,0.0000060340835,0.000030257988,0.000021468182,0.8449281,0.00031054585,0.15134075,0.0030933854,0.000009543416],"about_ca_topic_score_codex":0.003939355,"about_ca_topic_score_gemma":0.0028887773,"teacher_disagreement_score":0.003939355,"about_ca_system_score_codex":0.00069249084,"about_ca_system_score_gemma":0.00071819505,"threshold_uncertainty_score":0.011966109},"labels":[],"label_agreement":null},{"id":"W2066117212","doi":"10.1117/12.772004","title":"Thermo-mechanical analysis of thin membranes and application in active flatness control design","year":2008,"lang":"en","type":"article","venue":"Proceedings of SPIE, the International Society for Optical Engineering/Proceedings of SPIE","topic":"Structural Analysis and Optimization","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":"Canadian Space Agency","funders":"","keywords":"Flatness (cosmology); Membrane; Control theory (sociology); Nonlinear system; Thermal; Coupling (piping); Materials science; Mechanics; Structural engineering; Engineering; Computer science; Mechanical engineering; Physics; Chemistry; Control (management); Thermodynamics","score_opus":0.009104731744644302,"score_gpt":0.20755392815637932,"score_spread":0.19844919641173503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066117212","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25373045,0.00091610546,0.7280839,0.00030520762,0.00006018506,0.000060737213,0.00010724196,0.0002093601,0.016526708],"genre_scores_gemma":[0.9635933,0.0005264676,0.032438133,0.000026816106,0.000011013087,0.00004956388,0.000042759588,0.000019208264,0.0032926782],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999087,0.000009659053,0.0000032679443,0.000014374966,0.000054161017,0.000009947415],"domain_scores_gemma":[0.9998698,0.00003990131,0.00003317998,0.000018788247,0.000031458032,0.000006823823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015190348,0.00028420507,0.00022867994,0.00023654796,0.00021664092,0.00041906023,0.00034451275,0.0004430607,0.0012341505],"category_scores_gemma":[0.0004402009,0.00018742283,0.00027089365,0.00014869861,0.00041589703,0.00035106958,0.00020152135,0.00026817227,0.00019439026],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045363253,0.000030437212,0.0004732146,0.000106341824,0.0000112459375,0.0001297527,0.000051005904,0.78179866,0.18775234,0.013431628,0.00017016972,0.0159998],"study_design_scores_gemma":[0.0000018872337,0.000021804168,0.00028027815,0.0000046878395,0.0000019753081,0.000019134492,0.000010319529,0.9881683,0.0098980265,0.0010317949,0.0005575818,0.000004323354],"about_ca_topic_score_codex":0.0013095802,"about_ca_topic_score_gemma":0.00077446754,"teacher_disagreement_score":0.0013095802,"about_ca_system_score_codex":0.00034486322,"about_ca_system_score_gemma":0.00029835783,"threshold_uncertainty_score":0.004128635},"labels":[],"label_agreement":null},{"id":"W2066366227","doi":"10.1115/1.4001776","title":"Variable Stiffness Spring Using Tensegrity Prisms","year":2010,"lang":"en","type":"article","venue":"Journal of Mechanisms and Robotics","topic":"Structural Analysis and Optimization","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 Alberta","funders":"","keywords":"Tensegrity; Stiffness; Spring (device); Variable (mathematics); Mechanism (biology); Control theory (sociology); Engineering; Vibration; Compliant mechanism; Structural engineering; Computer science; Mathematics; Control (management); Physics; Mathematical analysis; Acoustics; Artificial intelligence; Finite element method","score_opus":0.008173862895030143,"score_gpt":0.1988975389693617,"score_spread":0.19072367607433155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066366227","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09253127,0.00033239898,0.894692,0.00008383477,0.00008465821,0.000047777045,0.000046573274,0.00050994975,0.011671469],"genre_scores_gemma":[0.74278414,0.00030816562,0.24907963,0.000033215554,0.0000281171,0.000085113184,0.00004700872,0.000054973854,0.007579674],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979955,0.000031638046,0.000010899159,0.000044453835,0.000093034185,0.000020423455],"domain_scores_gemma":[0.9997445,0.0000679201,0.000071038536,0.00006263224,0.000029895547,0.000023978535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025566324,0.00044313163,0.00026862085,0.00035903207,0.0002585521,0.0004037393,0.00086346385,0.0004381579,0.0029758501],"category_scores_gemma":[0.00045881668,0.00027542192,0.00030439557,0.00024686495,0.00059197546,0.0007624435,0.0007922809,0.00040055913,0.00047115525],"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":[0.0002815045,0.00011260368,0.0015935637,0.00050285936,0.000069520145,0.0005011194,0.00026335724,0.1774006,0.5021332,0.12979661,0.0012697711,0.18607533],"study_design_scores_gemma":[0.00012630063,0.0022604659,0.0027668758,0.00010340682,0.00008971785,0.0019172681,0.00013778814,0.7906761,0.1290222,0.028647546,0.044108756,0.00014353276],"about_ca_topic_score_codex":0.00017087978,"about_ca_topic_score_gemma":0.00031502097,"teacher_disagreement_score":0.0029758501,"about_ca_system_score_codex":0.00014957774,"about_ca_system_score_gemma":0.00030542727,"threshold_uncertainty_score":0.009955227},"labels":[],"label_agreement":null},{"id":"W2068564171","doi":"10.1007/s00454-003-0006-7","title":"Blowing Up Polygonal Linkages","year":2003,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Deutsche Forschungsgemeinschaft; McGill University","keywords":"Mathematics; Combinatorics; Disjoint sets; Conjecture; Linkage (software); Regular polygon; Arc (geometry); Piecewise; Differentiable function; Polygonal chain; Plane (geometry); Planar; Symmetry (geometry); Geometry; Pure mathematics; Mathematical analysis; Computer science","score_opus":0.006604200726812044,"score_gpt":0.21412340346909048,"score_spread":0.20751920274227845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068564171","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34235695,0.000844607,0.40031984,0.00077576964,0.000823106,0.00015273392,0.00033454955,0.0009105121,0.25348195],"genre_scores_gemma":[0.86129284,0.00059915497,0.05505342,0.00028462545,0.00011564301,0.00006920166,0.00026025187,0.00046924298,0.08185574],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99987495,0.00001638697,0.0000047179574,0.000027723925,0.00004911716,0.000027097252],"domain_scores_gemma":[0.9997609,0.00008115535,0.000029085983,0.000056921635,0.000033403867,0.000038604463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014870967,0.0004597345,0.00044750888,0.0010350094,0.0007780307,0.00090734905,0.00044942828,0.0009055621,0.03164028],"category_scores_gemma":[0.00152361,0.00037878918,0.00047215002,0.0004955338,0.0008269551,0.0013942834,0.0016800866,0.0013590979,0.0014709837],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013016141,0.00007423237,0.0005513002,0.00028054518,0.000044196837,0.0011494315,0.00051639986,0.0990153,0.018928189,0.76253086,0.007653185,0.109126106],"study_design_scores_gemma":[0.00003906811,0.0002092411,0.0009140374,0.00010647497,0.000030626918,0.0010450309,0.00064049795,0.21745442,0.007349366,0.7342772,0.037903905,0.00003014588],"about_ca_topic_score_codex":0.00041822778,"about_ca_topic_score_gemma":0.00061600824,"teacher_disagreement_score":0.03164028,"about_ca_system_score_codex":0.0002788805,"about_ca_system_score_gemma":0.0002185138,"threshold_uncertainty_score":0.1058473},"labels":[],"label_agreement":null},{"id":"W2068591625","doi":"10.1115/imece2007-42475","title":"Variable Antagonistic Stiffness Element Using Tensegrity Mechanism","year":2007,"lang":"en","type":"article","venue":"","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 Alberta","funders":"","keywords":"Tensegrity; Stiffness; Controllability; Structural engineering; Kinematics; Vibration; Mechanism (biology); Direct stiffness method; Computer science; Materials science; Engineering; Stiffness matrix; Physics; Mathematics; Classical mechanics; Acoustics","score_opus":0.011517251896731064,"score_gpt":0.22191662695000341,"score_spread":0.21039937505327236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068591625","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09379552,0.00014298188,0.8944823,0.00005831685,0.0000588072,0.000047481488,0.000025921961,0.00026112032,0.011127526],"genre_scores_gemma":[0.7682928,0.00016231996,0.22079952,0.00003981754,0.000019835948,0.00011191862,0.000046042787,0.000035613055,0.010492131],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985373,0.000022960274,0.000011169324,0.000033254808,0.000065990615,0.000012754783],"domain_scores_gemma":[0.9998667,0.000035383884,0.00003229251,0.00002964068,0.000024645553,0.000011284676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017159805,0.00032645755,0.0002398508,0.00024533298,0.00018850534,0.00026272307,0.00055620493,0.00036872213,0.0025410724],"category_scores_gemma":[0.0003230636,0.00016449903,0.00023311339,0.00013243439,0.00030528285,0.00045175373,0.00044398278,0.0002137962,0.00038135317],"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":[0.0002602387,0.000112267655,0.0011323966,0.00027272262,0.000065807624,0.00032490696,0.0002861897,0.17753206,0.6346549,0.070988275,0.0006526768,0.1137175],"study_design_scores_gemma":[0.00007410313,0.0009801117,0.0012568072,0.000041865715,0.00007917842,0.00085085374,0.00007315666,0.80812967,0.14701657,0.010821819,0.03060209,0.000073881696],"about_ca_topic_score_codex":0.0001468827,"about_ca_topic_score_gemma":0.0002533696,"teacher_disagreement_score":0.0025410724,"about_ca_system_score_codex":0.00011455796,"about_ca_system_score_gemma":0.00016727143,"threshold_uncertainty_score":0.008500695},"labels":[],"label_agreement":null},{"id":"W2069126428","doi":"10.1007/s00373-007-0709-0","title":"Enumerating Non-crossing Minimally Rigid Frameworks","year":2007,"lang":"en","type":"article","venue":"Graphs and Combinatorics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mathematics; Combinatorics; Set (abstract data type); Point (geometry); Space (punctuation); Graph; Property (philosophy); Enhanced Data Rates for GSM Evolution; Discrete mathematics; Algorithm; Computer science; Geometry; Artificial intelligence","score_opus":0.003462599481939789,"score_gpt":0.1969183633865814,"score_spread":0.19345576390464161,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069126428","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27217224,0.00094445696,0.6624035,0.0015277326,0.000135364,0.00019918522,0.0016708361,0.0021129185,0.05883373],"genre_scores_gemma":[0.7276518,0.0006353564,0.25331175,0.00032255938,0.000077692785,0.00021251747,0.0027039212,0.0008352084,0.014249184],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99835545,0.00040277865,0.00009294518,0.00038044178,0.00042584204,0.0003425122],"domain_scores_gemma":[0.99367964,0.0042349705,0.00040713782,0.0009885399,0.000383749,0.0003058583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013617404,0.0015371302,0.001573402,0.0032287284,0.0029818038,0.0037101652,0.003758226,0.0025664344,0.014353056],"category_scores_gemma":[0.011237432,0.0012888581,0.0018995508,0.0041278596,0.0026175925,0.008843374,0.004922819,0.0042202706,0.0012986066],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001225071,0.000121767225,0.0012241764,0.00031019593,0.000042108124,0.00015431386,0.00045324088,0.04617897,0.0018693353,0.88630235,0.0054519614,0.05776908],"study_design_scores_gemma":[0.000011725518,0.000018148736,0.00019266066,0.000044216504,0.000027611144,0.000099587945,0.00018192864,0.04790393,0.0009791331,0.9475403,0.0029843708,0.000016349237],"about_ca_topic_score_codex":0.002240979,"about_ca_topic_score_gemma":0.00644003,"teacher_disagreement_score":0.014353056,"about_ca_system_score_codex":0.0016332926,"about_ca_system_score_gemma":0.0013676996,"threshold_uncertainty_score":0.048015773},"labels":[],"label_agreement":null},{"id":"W2070129350","doi":"10.1016/j.compstruct.2004.11.008","title":"Buckling analysis of tri-axial woven fabric composite structures. Part II: parametric study––uni-directional loading","year":2004,"lang":"en","type":"article","venue":"Composite Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Buckling; Composite number; Structural engineering; Parametric statistics; Materials science; Composite material; Engineering; Mathematics","score_opus":0.010977774904756245,"score_gpt":0.2327610908438903,"score_spread":0.22178331593913406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070129350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.945628,0.00022021758,0.040109463,0.000053413045,0.00000821366,0.000026722662,0.00009822401,0.00008190887,0.013773863],"genre_scores_gemma":[0.9950498,0.000059586397,0.0027882569,0.000007065004,0.0000024699991,0.00001598696,0.000043177395,0.000016001728,0.0020175916],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998723,0.000018792882,0.000004794555,0.000018414532,0.000057240028,0.000028491624],"domain_scores_gemma":[0.99972934,0.00012580461,0.000052559277,0.000044350527,0.000032323933,0.000015595144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025218626,0.00032555932,0.0002429781,0.00036569443,0.00025545125,0.0003450653,0.00041676455,0.00045407456,0.0021828078],"category_scores_gemma":[0.00047637374,0.00020284379,0.0003488511,0.00024748404,0.00038878797,0.00035751128,0.00030274212,0.0002455649,0.00029585356],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004991564,0.00019575958,0.0019350281,0.00022889799,0.00004358428,0.00029728605,0.00031776764,0.53092766,0.43394443,0.004170984,0.00052164635,0.026917757],"study_design_scores_gemma":[0.000015432679,0.00020744068,0.004355953,0.000008833671,0.00001106659,0.000110254055,0.000074905816,0.95039433,0.043361235,0.00060952886,0.0008328344,0.000018257506],"about_ca_topic_score_codex":0.0008677218,"about_ca_topic_score_gemma":0.0012373381,"teacher_disagreement_score":0.0021828078,"about_ca_system_score_codex":0.0002606706,"about_ca_system_score_gemma":0.000205642,"threshold_uncertainty_score":0.0073022246},"labels":[],"label_agreement":null},{"id":"W2072855269","doi":"10.1115/detc2002/dac-34066","title":"Use of Constrained Viscoelastic Layers in the Design of Satellite Panels to Predict the Amplification Factor","year":2002,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"Ste. Anne's Hospital; Canadian Space Agency","funders":"","keywords":"Viscoelasticity; Loss factor; Amplification factor; Eigenvalues and eigenvectors; Satellite; Finite element method; Damping factor; Structural engineering; Computer science; Materials science; Physics; Engineering; Aerospace engineering; Bandwidth (computing)","score_opus":0.06984765734603132,"score_gpt":0.21890264519871983,"score_spread":0.1490549878526885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072855269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5358922,0.00014661746,0.46042126,0.00006809158,0.000007681517,0.00004780649,0.000058834514,0.00021852275,0.0031390048],"genre_scores_gemma":[0.9434975,0.00007271326,0.05560638,0.000009186186,0.0000015026085,0.000053513835,0.00003311974,0.000024746896,0.0007014085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999095,0.000029244939,0.0000041415296,0.000012243897,0.000036601527,0.0000081835105],"domain_scores_gemma":[0.9996556,0.00020754569,0.000046898414,0.000029274035,0.000048527705,0.000012099054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002833504,0.0005563044,0.00029671908,0.00034644298,0.00019504527,0.00038498951,0.00029227065,0.0004473619,0.0008321171],"category_scores_gemma":[0.0010856501,0.0004465241,0.00027599788,0.00016992036,0.00025996848,0.00036721723,0.00020826123,0.00024456042,0.00014281346],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037632297,0.000016430662,0.00058432,0.000019728812,0.000008135257,0.00003846969,0.000023411569,0.9762315,0.015769878,0.00049170555,0.00003575852,0.006743018],"study_design_scores_gemma":[0.000004342145,0.0000267129,0.00020300437,0.0000023065488,0.0000033965205,0.000004961733,0.0000036404851,0.99558204,0.0039048945,0.00018130383,0.00008019401,0.0000031674635],"about_ca_topic_score_codex":0.0025208222,"about_ca_topic_score_gemma":0.0029480474,"teacher_disagreement_score":0.0025208222,"about_ca_system_score_codex":0.00026758714,"about_ca_system_score_gemma":0.00042421298,"threshold_uncertainty_score":0.005012274},"labels":[],"label_agreement":null},{"id":"W2075035102","doi":"10.1007/s10853-014-8546-z","title":"Modeling the buckling strength of polypropylene stochastic honeycombs","year":2014,"lang":"en","type":"article","venue":"Journal of Materials Science","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Composite material; Buckling; Honeycomb; Stiffness; Polypropylene; Rheology; Polymer; Solid mechanics","score_opus":0.008012439931460287,"score_gpt":0.20788793900710023,"score_spread":0.19987549907563995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075035102","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94055146,0.00018109694,0.047591537,0.00019490144,0.0000308495,0.000025310443,0.00011228287,0.0000764342,0.01123615],"genre_scores_gemma":[0.9954657,0.000042710442,0.0026538644,0.000021222919,0.000005960746,0.000015735342,0.000028999662,0.000017679004,0.0017482123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999002,0.000021296735,0.000003883176,0.000018335644,0.000025128265,0.00003105825],"domain_scores_gemma":[0.9995628,0.0002216117,0.00007775972,0.000037805123,0.000051369625,0.000048612597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027623164,0.0003869973,0.00043574788,0.00033820342,0.0003317059,0.000629025,0.00081222766,0.0012250545,0.0016441317],"category_scores_gemma":[0.0009414406,0.0004074556,0.00046525875,0.00027775782,0.0006663326,0.0007277279,0.00042584178,0.0004453343,0.00017028968],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012761996,0.000021939451,0.00045425774,0.000011046524,0.000008860139,0.00004043388,0.0000076235733,0.9943401,0.0024089387,0.0020039312,0.000046760037,0.000643433],"study_design_scores_gemma":[0.0000021087367,0.0000060201533,0.00015483152,8.174421e-7,0.000001418623,0.0000037631323,0.0000034815898,0.9992778,0.00020245652,0.0003166498,0.000029004521,0.0000016717856],"about_ca_topic_score_codex":0.006757447,"about_ca_topic_score_gemma":0.008187287,"teacher_disagreement_score":0.006757447,"about_ca_system_score_codex":0.0005777007,"about_ca_system_score_gemma":0.0005433505,"threshold_uncertainty_score":0.013436198},"labels":[],"label_agreement":null},{"id":"W2075431170","doi":"10.2495/dne-v9-n1-13-30","title":"Design concept of a kinetic form-active hybrid envelope structure","year":2014,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Envelope (radar); Kinetic energy; Engineering; Computer science; Mathematics; Physics; Classical mechanics; Aerospace engineering","score_opus":0.005357040375670358,"score_gpt":0.20974344118119415,"score_spread":0.20438640080552378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075431170","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.025912644,0.0002326694,0.9345418,0.00017702277,0.000067721376,0.00007643191,0.000063835316,0.0003447812,0.038583152],"genre_scores_gemma":[0.76004434,0.000387401,0.21339186,0.0001293377,0.00005199373,0.0002616558,0.0001583248,0.00007235122,0.025502719],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998149,0.000023416727,0.000010097415,0.00003831218,0.0000938733,0.000019264868],"domain_scores_gemma":[0.9999232,0.000009406616,0.00001294571,0.000016125647,0.000027274891,0.000011000155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021760169,0.00029840166,0.0002713918,0.00040365008,0.00038210626,0.00091224385,0.0010291184,0.00064958615,0.0050984393],"category_scores_gemma":[0.00019749982,0.00021241332,0.00038795386,0.00028598134,0.00066764397,0.00093370024,0.000818008,0.0004133277,0.0011578861],"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":[0.00014445535,0.00010003859,0.0008876044,0.00026378848,0.00004348685,0.0005548678,0.0003368343,0.22627662,0.15057097,0.48494592,0.0020571668,0.13381828],"study_design_scores_gemma":[0.000056473382,0.0005858243,0.00094553607,0.00007556844,0.000054372413,0.0014320217,0.00019380068,0.8053569,0.04012666,0.072619796,0.07848747,0.0000655362],"about_ca_topic_score_codex":0.00022509955,"about_ca_topic_score_gemma":0.00016470118,"teacher_disagreement_score":0.0050984393,"about_ca_system_score_codex":0.0003344332,"about_ca_system_score_gemma":0.00035371078,"threshold_uncertainty_score":0.017055929},"labels":[],"label_agreement":null},{"id":"W2075641155","doi":"10.1016/s0024-3795(00)00066-5","title":"Graph rigidity via Euclidean distance matrices","year":2000,"lang":"en","type":"article","venue":"Linear Algebra and its Applications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Mathematics; Combinatorics; Vertex (graph theory); Graph; Realization (probability); Euclidean space; Extreme point; Rigidity (electromagnetism); Regular polygon; Discrete mathematics; Geometry","score_opus":0.004637523232640285,"score_gpt":0.20056790121776502,"score_spread":0.19593037798512475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075641155","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07365742,0.001308179,0.88130766,0.0013591899,0.0002592902,0.000058381782,0.00032840305,0.0002622821,0.04145916],"genre_scores_gemma":[0.78187424,0.0023042753,0.1725747,0.0007208116,0.000717344,0.00020672416,0.0005328891,0.00042229396,0.040646806],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9985567,0.0005780334,0.00005234629,0.00035303723,0.00035599858,0.00010378572],"domain_scores_gemma":[0.9960192,0.0021387422,0.000691069,0.0004670175,0.00041629066,0.00026779238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012311185,0.0010203685,0.001335046,0.0030687412,0.0012143193,0.0021177933,0.0020706297,0.0016155221,0.010291303],"category_scores_gemma":[0.005554527,0.00086256047,0.0010883005,0.0025687793,0.0033921378,0.00636329,0.003039615,0.0031806054,0.0016040478],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022357606,0.000016716513,0.00007964134,0.000038061247,0.000009138351,0.000019678879,0.000084737265,0.010691159,0.00052728923,0.97790843,0.0010622948,0.009540473],"study_design_scores_gemma":[0.000006018805,0.000023471206,0.00015075553,0.000013351622,0.0000070168735,0.000050939543,0.000046568064,0.044508882,0.00043876673,0.95253605,0.0021967639,0.000021298933],"about_ca_topic_score_codex":0.0014936905,"about_ca_topic_score_gemma":0.001281145,"teacher_disagreement_score":0.010291303,"about_ca_system_score_codex":0.001141439,"about_ca_system_score_gemma":0.000528558,"threshold_uncertainty_score":0.03442788},"labels":[],"label_agreement":null},{"id":"W2076419620","doi":"10.1061/(asce)em.1943-7889.0000849","title":"Finite-Element Formulation for the Linear Steady-State Response of Asymmetric Thin-Walled Members under Harmonic Forces","year":2014,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Structural Analysis and Optimization","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 Ottawa","funders":"","keywords":"Finite element method; Image warping; Timoshenko beam theory; Boundary value problem; Rotary inertia; Harmonic; Classical mechanics; Bending; Mathematical analysis; Physics; Inertia; Mechanics; Mathematics; Computer science","score_opus":0.013253789808030596,"score_gpt":0.22203164556283694,"score_spread":0.20877785575480634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076419620","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0045251525,0.00008070915,0.98858273,0.000076231336,0.000030139427,0.00007202043,0.000112578404,0.0001007402,0.006419702],"genre_scores_gemma":[0.2878493,0.00059708307,0.6762588,0.0002130693,0.000081269995,0.0016496027,0.0007385748,0.00024428885,0.032367945],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997352,0.000052460327,0.000012662607,0.00003745011,0.00014221923,0.00002011926],"domain_scores_gemma":[0.9997117,0.00013182091,0.000028488159,0.000027077227,0.000089411325,0.000011544678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069700874,0.00069493405,0.0008029416,0.0005286449,0.00042227493,0.00064653746,0.0014856509,0.0022349164,0.0064947335],"category_scores_gemma":[0.000961087,0.0004163762,0.00071007194,0.00046598,0.0005710307,0.00071478816,0.0006906231,0.0010113554,0.0017700605],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002023635,0.00005023848,0.0003202286,0.00012533495,0.000014550613,0.00010639463,0.00012657432,0.9280668,0.012623578,0.035032053,0.0010872713,0.022426724],"study_design_scores_gemma":[0.0000037516822,0.000012681722,0.000065762775,0.000009177629,0.0000029571988,0.000023061426,0.00001824664,0.9951025,0.0007995933,0.0022224835,0.0017349357,0.0000047411186],"about_ca_topic_score_codex":0.001510123,"about_ca_topic_score_gemma":0.0022642522,"teacher_disagreement_score":0.0064947335,"about_ca_system_score_codex":0.00042169448,"about_ca_system_score_gemma":0.0011528818,"threshold_uncertainty_score":0.021727026},"labels":[],"label_agreement":null},{"id":"W2077123238","doi":"10.1016/j.comgeo.2007.07.008","title":"Local overlaps in special unfoldings of convex polyhedra","year":2009,"lang":"en","type":"article","venue":"Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Polyhedron; Regular polygon; Enhanced Data Rates for GSM Evolution; Convex polytope; Combinatorics; Construct (python library); Path (computing); Mathematics; Class (philosophy); Computer science; Convex set; Geometry; Convex optimization; Artificial intelligence","score_opus":0.004075308654719689,"score_gpt":0.19678165630970307,"score_spread":0.19270634765498337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077123238","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7418414,0.0001897667,0.23507378,0.00017228548,0.00006273987,0.000034327735,0.00010206857,0.00023631829,0.022287449],"genre_scores_gemma":[0.9713354,0.00008337893,0.02248901,0.00003976396,0.000042642037,0.000033144788,0.00015508369,0.00015769665,0.0056638494],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9992248,0.00014641987,0.000026043495,0.00014217292,0.00025803503,0.00020250099],"domain_scores_gemma":[0.9984732,0.00059773703,0.00021200946,0.00025084498,0.00016822427,0.0002979915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006501113,0.00037754126,0.00075875066,0.0012497605,0.001388309,0.001529203,0.000778132,0.0006259955,0.0058640153],"category_scores_gemma":[0.003111106,0.00057865406,0.0005719144,0.0006776988,0.0021844867,0.0016203499,0.002315535,0.0013288176,0.00047000338],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019511656,0.00009883293,0.0025087988,0.00006135512,0.00003170171,0.0006740817,0.0009172036,0.046413757,0.0085872,0.9198119,0.0017003411,0.018999735],"study_design_scores_gemma":[0.000020301606,0.00009204465,0.0025791088,0.0000216727,0.000018475763,0.000361227,0.00076370745,0.19195536,0.0037420492,0.79635996,0.0040627443,0.000023341125],"about_ca_topic_score_codex":0.00076771877,"about_ca_topic_score_gemma":0.0014429677,"teacher_disagreement_score":0.0058640153,"about_ca_system_score_codex":0.0006356921,"about_ca_system_score_gemma":0.00033665387,"threshold_uncertainty_score":0.01961714},"labels":[],"label_agreement":null},{"id":"W2078714829","doi":"10.1061/(asce)1090-0268(2003)7:4(348)","title":"Flexural and Shear Rigidity of Composite Sheet Piles","year":2003,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flexural rigidity; Materials science; Pultrusion; Flexural strength; Composite material; Composite number; Three point flexural test; Structural engineering; Flexural modulus; Fibre-reinforced plastic; Shear modulus; Shear (geology); Timoshenko beam theory; Rigidity (electromagnetism); Beam (structure)","score_opus":0.006778018681738784,"score_gpt":0.20403094639499048,"score_spread":0.1972529277132517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078714829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972675,0.000082176106,0.001944985,0.0000038888957,0.0000017585303,0.0000021441404,0.00008455944,0.000017860384,0.00059516396],"genre_scores_gemma":[0.9991928,0.000041704894,0.0004605454,0.00000203238,9.744206e-7,0.0000016215664,0.00006590877,0.000002407823,0.00023205993],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998846,0.000010693767,0.0000044680655,0.000023298735,0.000057792706,0.000019161344],"domain_scores_gemma":[0.9997329,0.000090451926,0.000066028406,0.000048623788,0.000040092506,0.000021934231],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014041114,0.00031450661,0.00019635481,0.0006065747,0.00018725387,0.00013326705,0.00019085538,0.00026837227,0.0012151258],"category_scores_gemma":[0.00044391825,0.00018901881,0.00016767337,0.00024148708,0.00036376552,0.0002261765,0.00019467386,0.00018242888,0.00017818685],"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":[0.00026307092,0.000021594093,0.00604472,0.00006794835,0.000017429373,0.00044567164,0.00008903373,0.02462087,0.95603484,0.00016910126,0.00004380704,0.0121819405],"study_design_scores_gemma":[0.000011072375,0.0005497196,0.2959183,0.000025490848,0.000042902426,0.0011749023,0.00027597818,0.048789553,0.65128195,0.0005072021,0.001362998,0.00005982451],"about_ca_topic_score_codex":0.00038516737,"about_ca_topic_score_gemma":0.00080529205,"teacher_disagreement_score":0.0012151258,"about_ca_system_score_codex":0.00012967212,"about_ca_system_score_gemma":0.00009072571,"threshold_uncertainty_score":0.004065037},"labels":[],"label_agreement":null},{"id":"W2080492504","doi":"10.1139/cjce-28-6-1046","title":"BOOK REVIEW / CRITIQUE DE LIVRE<BR>Non-classical problems in the theory of elastic stability","year":2001,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Stability (learning theory); Mathematical economics; Mathematics; Economics; Applied mathematics; Computer science","score_opus":0.007016849282262997,"score_gpt":0.18830380033750896,"score_spread":0.18128695105524595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080492504","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00060102536,0.38018104,0.008331694,0.25351578,0.062469896,0.000028051187,0.0003107541,0.00020072675,0.294361],"genre_scores_gemma":[0.01965869,0.27089572,0.00566007,0.058547746,0.08194824,0.00007776462,0.0003924374,0.00051586545,0.5623034],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99880826,0.00025207925,0.00003999305,0.00013054172,0.00072676304,0.000042351283],"domain_scores_gemma":[0.9959359,0.0019358249,0.00011127443,0.0001825916,0.0016929897,0.00014143011],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019250893,0.0006656398,0.0008265029,0.003524157,0.0013237649,0.0034365782,0.0015860935,0.003252015,0.019954162],"category_scores_gemma":[0.0067579015,0.00045777936,0.0004924233,0.0032213752,0.0037578517,0.004176846,0.0011996352,0.0046718763,0.0122809075],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000070274887,0.000008585726,0.000022752894,0.0002529575,0.000004699083,0.000023012208,0.000039882754,0.0002868438,0.00004819324,0.13890082,0.82475317,0.035652146],"study_design_scores_gemma":[0.0000042431648,0.0000038226394,0.00009861868,0.00021506943,0.0000033225542,0.00006854504,0.000025702162,0.00021705951,0.00007194107,0.045104954,0.9541794,0.000007277558],"about_ca_topic_score_codex":0.00807813,"about_ca_topic_score_gemma":0.011447155,"teacher_disagreement_score":0.019954162,"about_ca_system_score_codex":0.0042797383,"about_ca_system_score_gemma":0.0027490715,"threshold_uncertainty_score":0.06675339},"labels":[],"label_agreement":null},{"id":"W2081066029","doi":"10.1016/j.mechmachtheory.2005.10.014","title":"Kinematic, static and dynamic analysis of a planar 2-DOF tensegrity mechanism","year":2005,"lang":"en","type":"article","venue":"Mechanism and Machine Theory","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Tensegrity; Statics; Kinematics; Workspace; Mechanism (biology); Planar; Stiffness; Actuator; Static analysis; Computer science; Inverse kinematics; Control theory (sociology); Cartesian coordinate system; Quadrilateral; Screw theory; Topology (electrical circuits); Structural engineering; Engineering; Mathematics; Classical mechanics; Physics; Geometry; Control (management); Robot; Finite element method; Artificial intelligence","score_opus":0.003967144062837423,"score_gpt":0.19268985820821735,"score_spread":0.18872271414537992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081066029","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54582256,0.0005312723,0.431037,0.0002448022,0.000040504485,0.0000918201,0.00024161366,0.0004316714,0.021558722],"genre_scores_gemma":[0.9840471,0.00017617826,0.010048987,0.000018463896,0.000012416152,0.000040447645,0.00006234211,0.000013979906,0.005580032],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999064,0.000018624947,0.00000391291,0.000016990227,0.000036889076,0.00001714548],"domain_scores_gemma":[0.999869,0.00004132869,0.00004176365,0.000016164126,0.000022658503,0.00000908354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002608439,0.00037309376,0.00043681092,0.00073840533,0.00030750406,0.0003535158,0.00070581376,0.0005834898,0.004020324],"category_scores_gemma":[0.0005918127,0.0002795852,0.00047200534,0.00044489937,0.0005796824,0.00032813783,0.0004179149,0.00018207019,0.0004252116],"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":[0.00019571994,0.00004366299,0.0011927602,0.0000874909,0.000035068137,0.00043275795,0.00009277331,0.91954327,0.033482127,0.021629037,0.0003434799,0.022921776],"study_design_scores_gemma":[0.00002776005,0.00019377911,0.0027211793,0.000009460775,0.000020674028,0.00021191212,0.000057613102,0.988976,0.0019798048,0.004431523,0.0013442248,0.000026024043],"about_ca_topic_score_codex":0.0016764236,"about_ca_topic_score_gemma":0.0011840634,"teacher_disagreement_score":0.004020324,"about_ca_system_score_codex":0.00020104078,"about_ca_system_score_gemma":0.00039122062,"threshold_uncertainty_score":0.013449371},"labels":[],"label_agreement":null},{"id":"W2083132504","doi":"10.1115/detc2009-87407","title":"A Variable Spring Using a Tensegrity Prism","year":2009,"lang":"en","type":"article","venue":"","topic":"Structural 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 Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tensegrity; Deflection (physics); Stiffness; Prism; Spring (device); Structural engineering; Variable (mathematics); Displacement (psychology); Internal forces; Engineering; Physics; Optics; Mathematics; Mathematical analysis","score_opus":0.008649005258967607,"score_gpt":0.19380540192680049,"score_spread":0.18515639666783287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083132504","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10047179,0.00029078257,0.877583,0.0001787991,0.00010676338,0.000044446344,0.00008283312,0.00045288645,0.020788606],"genre_scores_gemma":[0.6610166,0.00035601616,0.32495022,0.00005950785,0.000030884457,0.00007335271,0.00007879706,0.00007459025,0.013360052],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998615,0.000019841491,0.0000075867324,0.000038115122,0.00006127741,0.000011685667],"domain_scores_gemma":[0.9998776,0.00003182309,0.00002260985,0.000037724883,0.000015960108,0.000014230753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000195502,0.0003161242,0.00022121107,0.0002817806,0.00026226958,0.0004757332,0.000606039,0.0004535922,0.0029336363],"category_scores_gemma":[0.00029873126,0.00024701352,0.0003522611,0.00033031678,0.0006489253,0.0005828522,0.0005432462,0.00037659318,0.0003759144],"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":[0.00016760163,0.00008047,0.0012257643,0.00027711323,0.0000690871,0.0004205534,0.00021160801,0.3713021,0.282944,0.22121437,0.0018330719,0.12025421],"study_design_scores_gemma":[0.000054017237,0.00042653488,0.0011264705,0.000036478297,0.000051284915,0.00046665192,0.000057030287,0.9062299,0.037470963,0.03093413,0.023087757,0.000058706104],"about_ca_topic_score_codex":0.000558444,"about_ca_topic_score_gemma":0.0010091148,"teacher_disagreement_score":0.0029336363,"about_ca_system_score_codex":0.00024286046,"about_ca_system_score_gemma":0.00047763935,"threshold_uncertainty_score":0.009814024},"labels":[],"label_agreement":null},{"id":"W2083347337","doi":"10.1115/smasis2010-3677","title":"Thermal Robustness Assessment of a Rigidized Space Inflatable Boom via Experimental Modal Analysis and Finite Element Modeling","year":2010,"lang":"en","type":"article","venue":"","topic":"Structural 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":"University of Waterloo","funders":"University of Waterloo","keywords":"Inflatable; Finite element method; Boom; Structural engineering; Modal; Robustness (evolution); Modal analysis; Thermal; Natural frequency; Bending stiffness; Beam (structure); Computer science; Acoustics; Engineering; Materials science; Physics; Vibration","score_opus":0.0065487537619536755,"score_gpt":0.23431188307578274,"score_spread":0.22776312931382905,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083347337","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92497957,0.000114207294,0.072260745,0.000088734356,0.000028229762,0.00007265954,0.00029039572,0.00032354088,0.0018418574],"genre_scores_gemma":[0.99061406,0.000038433813,0.008412075,0.000008670196,0.0000025121697,0.00004004675,0.00016259387,0.000022961347,0.0006987479],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995241,0.000095737654,0.000031445896,0.000069781876,0.00022387941,0.00005498774],"domain_scores_gemma":[0.9991509,0.000322392,0.00010819695,0.00017896068,0.00020964828,0.000030016283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010247265,0.00072993344,0.00039501995,0.00062616525,0.000332506,0.00036449172,0.0005839187,0.00055806944,0.0026091246],"category_scores_gemma":[0.002372123,0.00022941307,0.00055236917,0.00022438898,0.0006405086,0.0005722923,0.000489105,0.00032734423,0.00034183904],"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":[0.0011650559,0.00013954689,0.004397672,0.0002757595,0.000060773295,0.00019377991,0.00026060885,0.198002,0.7694124,0.0010198375,0.0002751477,0.024797427],"study_design_scores_gemma":[0.000059174017,0.0023762009,0.020099826,0.00003161641,0.00007853426,0.00017245067,0.0002561238,0.49346316,0.48071522,0.0005099643,0.0021502902,0.000087457534],"about_ca_topic_score_codex":0.00096857373,"about_ca_topic_score_gemma":0.00096206635,"teacher_disagreement_score":0.0026091246,"about_ca_system_score_codex":0.0002960773,"about_ca_system_score_gemma":0.00016735072,"threshold_uncertainty_score":0.008728445},"labels":[],"label_agreement":null},{"id":"W2085542011","doi":"10.1115/1.4025859","title":"Construction, Mobility Analysis and Synthesis of Polyhedra With Articulated Faces","year":2013,"lang":"en","type":"article","venue":"Journal of Mechanisms and Robotics","topic":"Structural Analysis and Optimization","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":"Université Laval","funders":"Canada Research Chairs","keywords":"Polyhedron; Infinitesimal; Planar; Computer science; Component (thermodynamics); Mathematics; Topology (electrical circuits); Geometry; Combinatorics; Computer graphics (images); Mathematical analysis; Physics","score_opus":0.002803293452192711,"score_gpt":0.16055481782240363,"score_spread":0.15775152437021092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085542011","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018337678,0.00016584541,0.9773038,0.000043914704,0.00003279144,0.00004808083,0.000049769096,0.00006548098,0.0039526788],"genre_scores_gemma":[0.3164936,0.00058612897,0.6784193,0.00003373898,0.000029604207,0.0002212915,0.00024637682,0.00009945314,0.0038705145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978954,0.000032889722,0.000012014389,0.000046387253,0.000088129,0.000031057625],"domain_scores_gemma":[0.9998216,0.00005636232,0.000036592686,0.000032458178,0.000035201585,0.000017901379],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026831598,0.0004974178,0.0005603432,0.0006818307,0.00052986975,0.0005691357,0.00078317564,0.0005832838,0.0023982225],"category_scores_gemma":[0.0007355693,0.00035369713,0.00090157345,0.00039490603,0.00095784815,0.00066836533,0.00095486856,0.000717921,0.0004358559],"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":[0.000040853018,0.00004022717,0.0004487154,0.00020584087,0.000018529583,0.00019430202,0.00016536971,0.6205525,0.024116127,0.27500826,0.0012320349,0.07797731],"study_design_scores_gemma":[0.000017394708,0.00012475709,0.00027367743,0.00004871753,0.00001390392,0.00025129624,0.00012736932,0.8925866,0.008468495,0.08322425,0.014834442,0.000029215902],"about_ca_topic_score_codex":0.00091972545,"about_ca_topic_score_gemma":0.0009003322,"teacher_disagreement_score":0.0023982225,"about_ca_system_score_codex":0.00045979588,"about_ca_system_score_gemma":0.00071736256,"threshold_uncertainty_score":0.008022845},"labels":[],"label_agreement":null},{"id":"W2088080526","doi":"10.1016/j.dam.2006.11.011","title":"On dimensional rigidity of bar-and-joint frameworks","year":2007,"lang":"en","type":"article","venue":"Discrete Applied Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Combinatorics; Mathematics; Semidefinite programming; Rigidity (electromagnetism); Graph; Undirected graph; Discrete mathematics; Mathematical optimization; Physics","score_opus":0.007634329035387115,"score_gpt":0.21090468980229823,"score_spread":0.20327036076691113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088080526","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21296379,0.0044101444,0.6112233,0.004655272,0.0007459279,0.00007577449,0.00066977384,0.00026241026,0.16499366],"genre_scores_gemma":[0.9114398,0.0031431143,0.053720724,0.0008010999,0.00072064064,0.0001263613,0.0005553583,0.00022959548,0.029263351],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9985514,0.00056126446,0.00005419407,0.00023868712,0.00034693567,0.00024740084],"domain_scores_gemma":[0.99639255,0.0016836843,0.00058341434,0.00037871065,0.00037400489,0.0005875229],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022542311,0.001262559,0.0016738581,0.0023456842,0.0026362238,0.0026725014,0.0024775278,0.0027225462,0.009853796],"category_scores_gemma":[0.0080089895,0.0010146637,0.0014136847,0.0019538251,0.0049376525,0.0049017016,0.0050202683,0.004039969,0.0010550547],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019400442,0.000008774421,0.0000766699,0.000022925113,0.0000070056,0.000016021242,0.000047742637,0.012537785,0.00018020222,0.98451287,0.00058084086,0.0019896126],"study_design_scores_gemma":[0.000006043705,0.000018040213,0.0002067024,0.000020407799,0.0000053637377,0.000023905848,0.000058300753,0.036249183,0.000072121846,0.9614922,0.0018302979,0.000017422553],"about_ca_topic_score_codex":0.002765617,"about_ca_topic_score_gemma":0.0029568328,"teacher_disagreement_score":0.009853796,"about_ca_system_score_codex":0.0015573292,"about_ca_system_score_gemma":0.0011417158,"threshold_uncertainty_score":0.03296429},"labels":[],"label_agreement":null},{"id":"W2088609916","doi":"10.1299/jsmea.44.89","title":"Analytical Approach to Large Deformation Problems of Frame Structures. In Case of a Square Frame with Rigid Joints.","year":2001,"lang":"en","type":"article","venue":"JSME International Journal Series A","topic":"Structural Analysis and Optimization","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 Alberta","funders":"","keywords":"Deformation (meteorology); Cantilever; Square (algebra); Diagonal; Beam (structure); Frame (networking); Compression (physics); Limit (mathematics); Structural engineering; Tension (geology); Rigid frame; Geometry; Mathematics; Materials science; Mathematical analysis; Engineering; Mechanical engineering; Composite material","score_opus":0.008614188498547058,"score_gpt":0.23019036073874685,"score_spread":0.2215761722401998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088609916","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0062101656,0.0034641863,0.95751214,0.001062323,0.00022044091,0.00005737584,0.00007869866,0.0001236077,0.031271063],"genre_scores_gemma":[0.53268427,0.013089154,0.35920173,0.00085583405,0.0014434537,0.0008279691,0.0003784932,0.00053224165,0.09098689],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997607,0.00009386687,0.000008342559,0.000025295796,0.00008957693,0.000022142347],"domain_scores_gemma":[0.9996389,0.00019077829,0.000059048696,0.000032643613,0.00005759613,0.000020978958],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007518593,0.0012427445,0.0006903457,0.0011158235,0.0006384435,0.0009119931,0.00090872607,0.0014238626,0.0054429444],"category_scores_gemma":[0.0021242262,0.00053891045,0.0006782079,0.00070507696,0.0015282757,0.0013831859,0.0012182124,0.0014312208,0.0015960565],"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":[0.000033600183,0.000084570966,0.0003672751,0.0004999163,0.00007192087,0.00044030813,0.0003624348,0.3795329,0.0062453854,0.5664479,0.008198299,0.037715353],"study_design_scores_gemma":[0.000012893359,0.000026693833,0.00019501366,0.00005478541,0.000015440515,0.00019657881,0.00009051792,0.73827237,0.0008878572,0.24465305,0.0155797275,0.000015063259],"about_ca_topic_score_codex":0.0010117028,"about_ca_topic_score_gemma":0.0012172648,"teacher_disagreement_score":0.0054429444,"about_ca_system_score_codex":0.00059172756,"about_ca_system_score_gemma":0.00057497766,"threshold_uncertainty_score":0.018208444},"labels":[],"label_agreement":null},{"id":"W2089278583","doi":"10.1115/imece2006-14464","title":"Design and Dynamical Analysis of a SAR Membrane Antenna Deployable Structure","year":2006,"lang":"en","type":"article","venue":"Aerospace","topic":"Structural Analysis and Optimization","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":"Canadian Space Agency","funders":"","keywords":"Antenna (radio); Computer science; Mechanism (biology); Synthetic aperture radar; Frame (networking); Radar; Linkage (software); Software; Aerospace engineering; Engineering; Physics; Telecommunications; Artificial intelligence","score_opus":0.0038136054831029347,"score_gpt":0.17830077752863627,"score_spread":0.17448717204553332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089278583","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4908283,0.00021876849,0.488264,0.0002222191,0.00003253983,0.000055688553,0.00010726359,0.00020887799,0.02006242],"genre_scores_gemma":[0.9867987,0.00007452398,0.010648195,0.000010698187,0.0000032014893,0.000039788745,0.000030532385,0.000009753406,0.0023846151],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999249,0.000014659367,0.0000026896328,0.000014118873,0.00003078274,0.000012779276],"domain_scores_gemma":[0.9999207,0.00001636228,0.000027261693,0.000009625072,0.000016269682,0.000009713856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013878533,0.00028306662,0.00028302343,0.00026502882,0.00021487995,0.000355856,0.00034318236,0.0005767423,0.0013941122],"category_scores_gemma":[0.00028334177,0.00018038317,0.00028806218,0.0001457023,0.00039481922,0.00020920498,0.00029073103,0.0002038075,0.00024666614],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049682305,0.000017649932,0.0006653844,0.000032180997,0.0000138458645,0.00022827677,0.00007017489,0.92621243,0.053639308,0.011385834,0.00019499123,0.007490145],"study_design_scores_gemma":[0.000008907987,0.00007785524,0.00031787134,0.0000035321848,0.000005289402,0.000035408273,0.000020789144,0.99539655,0.0027028187,0.00066948944,0.0007562833,0.0000050817066],"about_ca_topic_score_codex":0.0015980571,"about_ca_topic_score_gemma":0.0008712399,"teacher_disagreement_score":0.0015980571,"about_ca_system_score_codex":0.0004033558,"about_ca_system_score_gemma":0.00032397718,"threshold_uncertainty_score":0.004663825},"labels":[],"label_agreement":null},{"id":"W2089708856","doi":"10.1016/j.disc.2005.09.045","title":"Combinatorial pseudo-triangulations","year":2006,"lang":"en","type":"article","venue":"Discrete Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"McGill University; National Science Foundation","keywords":"Mathematics; Triangulation; Combinatorics; Property (philosophy); Plane (geometry); Graph; Planar graph; Planar; Combinatorial proof; Combinatorial algorithms; Discrete mathematics; Geometry; Computer science","score_opus":0.00530349729458748,"score_gpt":0.19845867172203693,"score_spread":0.19315517442744945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089708856","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.106825516,0.0010512074,0.5610963,0.0020736994,0.0009825552,0.00016739484,0.001461315,0.00041664336,0.32592538],"genre_scores_gemma":[0.63447523,0.0014880243,0.20982568,0.00094767375,0.00051797467,0.00036771045,0.0024547265,0.00069923076,0.14922366],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993654,0.00018767104,0.000029755302,0.00012152876,0.00022836158,0.00006728919],"domain_scores_gemma":[0.9989247,0.00039626943,0.00010644819,0.00021267752,0.00022790566,0.00013199881],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036527595,0.00068040646,0.0006153094,0.0019010105,0.0013335369,0.0021493777,0.0011796952,0.0010784921,0.026779134],"category_scores_gemma":[0.002685191,0.00062777835,0.00085359777,0.0014221226,0.0016939637,0.002376692,0.0019844275,0.002868203,0.0030771333],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016995798,0.000007163995,0.00006354164,0.000035279983,0.000004626019,0.000037245147,0.00005435736,0.0017897475,0.00060915656,0.98652333,0.0029059765,0.007952582],"study_design_scores_gemma":[0.000014576972,0.000014160292,0.00017241262,0.000019608427,0.0000068834743,0.00022989609,0.000104541024,0.01089411,0.0007650031,0.9705771,0.017191365,0.000010348396],"about_ca_topic_score_codex":0.0005112072,"about_ca_topic_score_gemma":0.0008097741,"teacher_disagreement_score":0.026779134,"about_ca_system_score_codex":0.0007313765,"about_ca_system_score_gemma":0.00033911422,"threshold_uncertainty_score":0.089585185},"labels":[],"label_agreement":null},{"id":"W2096249258","doi":"10.1016/j.jctb.2013.11.003","title":"Packing of rigid spanning subgraphs and spanning trees","year":2013,"lang":"en","type":"article","venue":"Journal of Combinatorial Theory Series B","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Spanning tree; Combinatorics; Minimum degree spanning tree; Minimum spanning tree; Connected dominating set; Mathematics; Connected component; Graph factorization; Graph; Connectivity; Vertex connectivity; Trémaux tree; Disjoint sets; Distance-hereditary graph; Discrete mathematics; Line graph; Graph power; Pathwidth","score_opus":0.003737840103404133,"score_gpt":0.18034843346995832,"score_spread":0.17661059336655419,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096249258","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6636256,0.0011228496,0.28098658,0.0005501027,0.0001290326,0.00009951278,0.00072684913,0.0003703079,0.052389134],"genre_scores_gemma":[0.92566156,0.0010395701,0.05978293,0.00017176439,0.00015672321,0.00012158959,0.00159774,0.00022311322,0.011245034],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993062,0.00018662799,0.000045503708,0.00013723224,0.00019143494,0.00013295248],"domain_scores_gemma":[0.9980306,0.0008138714,0.00043420072,0.00036788374,0.00010646962,0.000246944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044305561,0.0007936837,0.0011551947,0.0016246677,0.0012842298,0.0023008368,0.0013382304,0.0014371879,0.006867234],"category_scores_gemma":[0.0045489003,0.0009842104,0.00086632924,0.002866702,0.0015387103,0.0029326754,0.0022418748,0.0013204437,0.0008190981],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028112833,0.00020242309,0.002390473,0.00025448695,0.000080474514,0.00085945847,0.0006776634,0.11882241,0.006278492,0.8109201,0.007207201,0.052025527],"study_design_scores_gemma":[0.000022075063,0.000044294633,0.0011565849,0.000025679714,0.000027281063,0.00028702253,0.00020290173,0.1502772,0.0011460582,0.8440235,0.0027705939,0.000016778422],"about_ca_topic_score_codex":0.0014050953,"about_ca_topic_score_gemma":0.0014177873,"teacher_disagreement_score":0.006867234,"about_ca_system_score_codex":0.0005739256,"about_ca_system_score_gemma":0.00034097777,"threshold_uncertainty_score":0.02297318},"labels":[],"label_agreement":null},{"id":"W2099907721","doi":"10.1109/sfcs.2000.892131","title":"Straightening polygonal arcs and convexifying polygonal cycles","year":2002,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":137,"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":"Linkage (software); Disjoint sets; Piecewise; Combinatorics; Conjecture; Arc (geometry); Mathematics; Regular polygon; Planar; Differentiable function; Polygonal chain; Geometry; Computer science; Pure mathematics; Mathematical analysis; Computer graphics (images)","score_opus":0.012486341337444879,"score_gpt":0.16947956634197212,"score_spread":0.15699322500452723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099907721","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4849357,0.00039151954,0.4318928,0.00036068488,0.00005400682,0.00006891155,0.00011341869,0.00017452912,0.082008295],"genre_scores_gemma":[0.92035824,0.00059622794,0.06457257,0.0000761146,0.000027733005,0.00006408123,0.00010968449,0.000060047143,0.014135283],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998273,0.000028811444,0.0000071055497,0.00005157783,0.00005088494,0.0000342561],"domain_scores_gemma":[0.99948055,0.00019206839,0.00014659541,0.000083023966,0.00004259543,0.000055227716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025422694,0.00045328768,0.00027567334,0.0005762453,0.00066859816,0.00071963033,0.0007907448,0.0006987849,0.004264159],"category_scores_gemma":[0.00229299,0.00029731603,0.0002990932,0.00046144702,0.0014838765,0.0012234674,0.0011630716,0.00081763975,0.00043548213],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005084782,0.000030542855,0.00065496855,0.0000690889,0.000014495457,0.0004611275,0.00032677798,0.13323218,0.010453524,0.81617296,0.00103467,0.03749886],"study_design_scores_gemma":[0.000031082556,0.00012273756,0.000693931,0.000043622873,0.000017288816,0.00037742642,0.00029340546,0.26957142,0.008752865,0.7029873,0.017076574,0.000032279342],"about_ca_topic_score_codex":0.001017375,"about_ca_topic_score_gemma":0.000919325,"teacher_disagreement_score":0.004264159,"about_ca_system_score_codex":0.00043627722,"about_ca_system_score_gemma":0.00019972265,"threshold_uncertainty_score":0.014265001},"labels":[],"label_agreement":null},{"id":"W2102788166","doi":"10.1109/cca.2005.1507188","title":"Development of GA-based control system for active shape control of inflatable space structures","year":2005,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"Canadian Space Agency; Natural Sciences and Engineering Research Council of Canada","funders":"","keywords":"Inflatable; Actuator; Control system; Shape-memory alloy; Development (topology); Kapton; Control (management); Genetic algorithm; Space (punctuation); Computer science; Engineering; Control theory (sociology); Materials science; Mechanical engineering; Artificial intelligence; Nanotechnology; Mathematics; Electrical engineering","score_opus":0.0053518945462754375,"score_gpt":0.19209787933146516,"score_spread":0.18674598478518972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2102788166","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020436374,0.00020069821,0.97411764,0.00008751991,0.000096843,0.00010413138,0.000030582065,0.0013428181,0.003583477],"genre_scores_gemma":[0.5338465,0.00027852884,0.45898727,0.00013079755,0.000030967956,0.00047996073,0.00014063357,0.0001147021,0.0059906365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999759,0.000043791926,0.000012046489,0.00005512091,0.00010192429,0.00002811405],"domain_scores_gemma":[0.9997614,0.00005415717,0.000022869433,0.000019939847,0.00012886793,0.000012759701],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004854484,0.000532226,0.0005290925,0.0004127741,0.0003250346,0.00067464233,0.00092904276,0.0007957557,0.0012983549],"category_scores_gemma":[0.00084957626,0.00022618644,0.0003300067,0.00026918898,0.00035522622,0.00027404283,0.0002699894,0.0007491444,0.0004093042],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012741055,0.00011448903,0.0008586334,0.0001914606,0.00009283682,0.00025594217,0.0001809079,0.6383242,0.08888242,0.013963818,0.0021218492,0.25488612],"study_design_scores_gemma":[0.000035857982,0.00008095098,0.00034103275,0.00001509242,0.000019448424,0.000054065662,0.000010138138,0.9789711,0.016367193,0.00071801024,0.0033728161,0.000014364526],"about_ca_topic_score_codex":0.0050613643,"about_ca_topic_score_gemma":0.0028982342,"teacher_disagreement_score":0.0050613643,"about_ca_system_score_codex":0.00053053914,"about_ca_system_score_gemma":0.00069016614,"threshold_uncertainty_score":0.010063767},"labels":[],"label_agreement":null},{"id":"W2104427199","doi":"10.2514/6.2006-1605","title":"Experimental Mechanics of a Wrinkled Multi-Layer Deployable Membrane Space Antenna","year":2006,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Materials science; Membrane; Stowage; Aerospace engineering; Flatness (cosmology); Aerospace; Membrane structure; Software deployment; Structural engineering; Mechanical engineering; Computer science; Engineering; Physics","score_opus":0.010427531665200739,"score_gpt":0.208696629193276,"score_spread":0.19826909752807526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2104427199","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962359,0.000036415513,0.0027023118,0.000029897876,0.000010412852,0.00001791085,0.00008716803,0.00003479113,0.00084517465],"genre_scores_gemma":[0.99547464,0.00007141546,0.0032758743,0.000014393167,0.000004366116,0.000025427593,0.00008296356,0.000010659688,0.0010402618],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998222,0.000017386317,0.0000108063805,0.000040297342,0.00007776128,0.00003162854],"domain_scores_gemma":[0.99948955,0.00014347504,0.00010569283,0.00012699867,0.00008192568,0.000052291118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022926241,0.00031882586,0.00024910996,0.00017698765,0.00023315498,0.00032594227,0.00042627612,0.0005145302,0.0015754759],"category_scores_gemma":[0.0006266512,0.00018859882,0.00016613334,0.00018817294,0.00042621559,0.00041261577,0.00041604374,0.00048040712,0.00030016617],"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":[0.00024958354,0.0001115013,0.001110614,0.000055964556,0.000009742615,0.00019547153,0.00015669593,0.010133611,0.9834047,0.00059595634,0.00008194373,0.0038943398],"study_design_scores_gemma":[0.00010814546,0.0037584153,0.013754827,0.000018635701,0.000028145296,0.00023673257,0.00038370892,0.041465472,0.93658197,0.00044883016,0.00317126,0.000043843487],"about_ca_topic_score_codex":0.00035495133,"about_ca_topic_score_gemma":0.00035656046,"teacher_disagreement_score":0.0015754759,"about_ca_system_score_codex":0.0002580635,"about_ca_system_score_gemma":0.0001371476,"threshold_uncertainty_score":0.005270481},"labels":[],"label_agreement":null},{"id":"W2105971748","doi":"10.1109/robot.2006.1642347","title":"Kinematic and static analysis of a planar modular 2-DoF tensegrity mechanism","year":2006,"lang":"en","type":"article","venue":"","topic":"Structural 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":"Université Laval","funders":"","keywords":"Tensegrity; Statics; Modular design; Kinematics; Workspace; Mechanism (biology); Computer science; Planar; Flexibility (engineering); Static analysis; Structural engineering; Mechanism design; Robot; Topology (electrical circuits); Engineering; Physics; Mathematics; Artificial intelligence","score_opus":0.0032224387304932503,"score_gpt":0.1649211603127447,"score_spread":0.16169872158225146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2105971748","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5824777,0.0002919095,0.40701866,0.00007497385,0.000022213624,0.000048924696,0.00014998394,0.0003648531,0.009550728],"genre_scores_gemma":[0.9883542,0.000102024715,0.00913902,0.000006749994,0.0000054612005,0.00003374363,0.00004373089,0.000008749014,0.0023063733],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999093,0.0000126739715,0.0000037260659,0.000018521274,0.00003906629,0.000016709888],"domain_scores_gemma":[0.99989474,0.000021552465,0.000044680022,0.000014627267,0.000017494463,0.000006832693],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020082944,0.0004421582,0.0003901493,0.0006218036,0.00016704001,0.0002468433,0.0003863933,0.0004627425,0.0030729147],"category_scores_gemma":[0.00036693554,0.00023749394,0.00052555255,0.0002939249,0.00045553537,0.00022556727,0.00032820826,0.00013962462,0.0003047957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017566938,0.000025396861,0.0017281424,0.00010304522,0.000052640386,0.0008027524,0.00010352441,0.82430214,0.1312442,0.016002169,0.00024290117,0.02521731],"study_design_scores_gemma":[0.00004230554,0.00035034033,0.005155018,0.00001844273,0.000032650933,0.00034292354,0.000062058396,0.98101795,0.008750503,0.002461358,0.0017291091,0.00003728754],"about_ca_topic_score_codex":0.0008355981,"about_ca_topic_score_gemma":0.00050079083,"teacher_disagreement_score":0.0030729147,"about_ca_system_score_codex":0.00017821946,"about_ca_system_score_gemma":0.00027678418,"threshold_uncertainty_score":0.0102799535},"labels":[],"label_agreement":null},{"id":"W2106017568","doi":"10.1016/j.ijsolstr.2005.03.049","title":"Pan American Congress of Applied Mechanics (PACAM VIII)","year":2005,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Western University","funders":"","keywords":"Engineering; Mathematics; Materials science; Structural engineering; Classical mechanics; Mechanical engineering; Physics","score_opus":0.004684394532150667,"score_gpt":0.22630586886082654,"score_spread":0.22162147432867588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106017568","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005440789,0.034206547,0.008629558,0.021841092,0.07362313,0.00020160168,0.0020191637,0.00088123075,0.85315686],"genre_scores_gemma":[0.012695396,0.010691325,0.002811507,0.0007882965,0.0060922415,0.00012267253,0.00077111996,0.00015770222,0.9658698],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992312,0.00005741013,0.000049224018,0.00017184114,0.00037826312,0.00011196343],"domain_scores_gemma":[0.9991505,0.000041308132,0.000058519854,0.00009576076,0.0004600639,0.00019378567],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00093394896,0.0011915892,0.00091586116,0.0025568595,0.0018205001,0.003949614,0.00090728723,0.0020874904,0.21028094],"category_scores_gemma":[0.001170462,0.00039960872,0.0006013145,0.0016708673,0.00063456164,0.0019329211,0.0029156045,0.0020846564,0.1182352],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010557497,0.00007541807,0.0008666993,0.00028647334,0.000019771995,0.00016273565,0.00005095898,0.00046098276,0.0017181772,0.01993534,0.628998,0.3473198],"study_design_scores_gemma":[0.0000037215239,0.000021047628,0.00091223797,0.000052291925,0.000005213893,0.000090890426,0.000012732656,0.00025502447,0.00026436034,0.0013170786,0.99706215,0.0000033464582],"about_ca_topic_score_codex":0.001523647,"about_ca_topic_score_gemma":0.0033003024,"teacher_disagreement_score":0.21028094,"about_ca_system_score_codex":0.00089921156,"about_ca_system_score_gemma":0.0024404537,"threshold_uncertainty_score":0.70345986},"labels":[],"label_agreement":null},{"id":"W2109468620","doi":"10.1016/j.dam.2013.06.004","title":"Directed graphs, decompositions, and spatial linkages","year":2013,"lang":"en","type":"article","venue":"Discrete Applied Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Modular decomposition; Mathematics; Combinatorics; Linkage (software); Strongly connected component; Pathwidth; Rigidity (electromagnetism); Graph; Line graph","score_opus":0.0040679574926973895,"score_gpt":0.18564963340390778,"score_spread":0.18158167591121038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2109468620","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11872575,0.004540948,0.82523775,0.0018938173,0.00019576274,0.00006244262,0.0009879001,0.00019221504,0.048163317],"genre_scores_gemma":[0.7971663,0.0077473465,0.16151145,0.00057865935,0.00027979468,0.00024347637,0.001458062,0.00013313288,0.030881753],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99961925,0.00015092788,0.000015408745,0.00009770162,0.0000645573,0.00005209441],"domain_scores_gemma":[0.9986363,0.00062983466,0.0003241047,0.00011839401,0.00014111138,0.00015020883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006547705,0.0007111012,0.0005470787,0.0022362843,0.0008408389,0.00196526,0.0006906955,0.0009220255,0.0068645612],"category_scores_gemma":[0.0030888356,0.00051200675,0.0005936677,0.0028016581,0.0016396466,0.0025859037,0.0012481628,0.001109121,0.00059713045],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001928562,0.000017790282,0.00051588047,0.000058951897,0.000019919933,0.000043670927,0.00008964145,0.026468491,0.00027104813,0.95693326,0.001834665,0.013727345],"study_design_scores_gemma":[0.0000070506903,0.0000046866508,0.00017608296,0.000018643927,0.0000113448605,0.000032928816,0.000073071446,0.020379394,0.000064146494,0.97516507,0.004063235,0.00000438129],"about_ca_topic_score_codex":0.0029321094,"about_ca_topic_score_gemma":0.004115038,"teacher_disagreement_score":0.0068645612,"about_ca_system_score_codex":0.00088529696,"about_ca_system_score_gemma":0.0006785389,"threshold_uncertainty_score":0.02296418},"labels":[],"label_agreement":null},{"id":"W2113726560","doi":"10.1109/ccece.2007.47","title":"Attitude Control of Miniature Spacecraft Using MEMS Actuators","year":2007,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"Toronto Metropolitan University","funders":"Canada Research Chairs","keywords":"Spacecraft; Actuator; Kinematics; Attitude control; Control theory (sociology); Rotation (mathematics); Reaction wheel; Angular velocity; Microelectromechanical systems; Physics; Angular momentum; Torque; Rotation around a fixed axis; Inverse kinematics; Computer science; Aerospace engineering; Engineering; Classical mechanics; Control (management)","score_opus":0.006325271610179454,"score_gpt":0.2172750720183405,"score_spread":0.21094980040816105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113726560","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6084396,0.00035818169,0.38548532,0.00010737982,0.000043878073,0.000032558102,0.00001770069,0.00023403572,0.0052813315],"genre_scores_gemma":[0.98399967,0.00011995967,0.015118506,0.000007578807,0.000007563557,0.000015636539,0.00000636355,0.0000057198235,0.0007190325],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999701,0.000008911078,0.0000011367456,0.0000047608764,0.0000118410935,0.0000033068582],"domain_scores_gemma":[0.99994767,0.000025494779,0.000013917699,0.0000046518753,0.0000050846015,0.000003109284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010403213,0.00017845786,0.000118953016,0.000103665436,0.00014488268,0.00014949875,0.000103410704,0.00014132373,0.00049836386],"category_scores_gemma":[0.00019693568,0.00009654146,0.00012192321,0.00006259035,0.00024361115,0.00012867381,0.000113012495,0.000107233755,0.00004384073],"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":[0.00008883529,0.00003335516,0.00097547274,0.00005258038,0.000023650662,0.00005439265,0.00005878871,0.8338988,0.12137966,0.005802669,0.0001598055,0.037471987],"study_design_scores_gemma":[0.000020494723,0.0001963335,0.0008540796,0.0000038935286,0.000008155986,0.000022370185,0.000016084437,0.9829282,0.013591535,0.0009774241,0.0013759048,0.00000557391],"about_ca_topic_score_codex":0.000654366,"about_ca_topic_score_gemma":0.0007252904,"teacher_disagreement_score":0.000654366,"about_ca_system_score_codex":0.000115017356,"about_ca_system_score_gemma":0.000120909346,"threshold_uncertainty_score":0.0016671419},"labels":[],"label_agreement":null},{"id":"W2114215374","doi":"10.2514/6.2009-2634","title":"Ground Characterisation of Tape-Spring Deployment Mechanism","year":2009,"lang":"en","type":"article","venue":"50th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Spring (device); Software deployment; Mechanism (biology); Computer science; Geology; Engineering; Physics; Mechanical engineering; Operating system","score_opus":0.007527299459337652,"score_gpt":0.19876698194479164,"score_spread":0.19123968248545398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114215374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99341184,0.000045659835,0.005637289,0.000018684388,0.0000088859615,0.00001891217,0.0000769775,0.00007127584,0.0007104551],"genre_scores_gemma":[0.9970186,0.000024634386,0.0021292302,0.0000066297366,0.0000016166746,0.000009253449,0.00008153017,0.000009812357,0.00071873213],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996971,0.000041343978,0.000014264515,0.000038376627,0.00014202137,0.000066828805],"domain_scores_gemma":[0.99919814,0.00013944367,0.0002238363,0.00015090762,0.00021581071,0.00007186637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036249674,0.00033520948,0.00020482714,0.00056703866,0.00025101035,0.000267895,0.0004496325,0.000438226,0.0013374921],"category_scores_gemma":[0.0009578499,0.000113343056,0.00014375645,0.00025313464,0.00033534598,0.00032223368,0.00028401602,0.00018941122,0.0003237592],"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":[0.00035470127,0.00006264535,0.008137228,0.00007529812,0.000009961827,0.0006766885,0.00043915136,0.0033559534,0.9671736,0.0004132423,0.00024111672,0.0190605],"study_design_scores_gemma":[0.000072016825,0.0066436566,0.08655985,0.00003689488,0.000028465596,0.001214128,0.0013816474,0.02076658,0.875908,0.00026830987,0.0070696613,0.00005063297],"about_ca_topic_score_codex":0.00039202571,"about_ca_topic_score_gemma":0.00048666622,"teacher_disagreement_score":0.0013374921,"about_ca_system_score_codex":0.0001600158,"about_ca_system_score_gemma":0.00013449951,"threshold_uncertainty_score":0.0044744015},"labels":[],"label_agreement":null},{"id":"W2117531509","doi":"10.1016/j.ijsolstr.2010.06.001","title":"When is a symmetric body-bar structure isostatic?","year":2010,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Rigidity (electromagnetism); Structural rigidity; Bar (unit); Mathematics; Rigid body; Symmetry (geometry); Representation (politics); Exploit; Pure mathematics; Geometry; Structural engineering; Classical mechanics; Computer science; Physics; Engineering","score_opus":0.004290860935984887,"score_gpt":0.22537100107265357,"score_spread":0.22108014013666868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2117531509","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6560706,0.0011647462,0.15492186,0.012371471,0.0015795022,0.00012274813,0.0006263388,0.00058929616,0.17255348],"genre_scores_gemma":[0.98384124,0.00035994756,0.0052159103,0.0007346085,0.00042583988,0.000027925144,0.00023975321,0.00017387312,0.008980891],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994399,0.00007569881,0.000022037299,0.00014563662,0.00018571262,0.00013094246],"domain_scores_gemma":[0.9989104,0.00032809467,0.00018661904,0.00014613543,0.00026246996,0.00016624603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006099897,0.00032385244,0.000731333,0.00084001286,0.00093682803,0.0018414214,0.0010903992,0.0018965184,0.013902947],"category_scores_gemma":[0.0063930084,0.00049146154,0.00035367656,0.00054512906,0.0029417244,0.0040946775,0.0012090304,0.0009678265,0.002292004],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033914938,0.00016116962,0.0080901375,0.00040376894,0.00006880079,0.0013751724,0.00075088453,0.026617944,0.011425428,0.7798027,0.01859613,0.15236872],"study_design_scores_gemma":[0.000112011316,0.00014936147,0.009876344,0.00010974683,0.00006036285,0.0018222973,0.0030809154,0.07067308,0.005332076,0.8847587,0.02392393,0.000101163496],"about_ca_topic_score_codex":0.0014534274,"about_ca_topic_score_gemma":0.001482892,"teacher_disagreement_score":0.013902947,"about_ca_system_score_codex":0.0004659065,"about_ca_system_score_gemma":0.00065014977,"threshold_uncertainty_score":0.04650992},"labels":[],"label_agreement":null},{"id":"W2120832415","doi":"10.1109/icma.2009.5246051","title":"Experimental characterization for active flatness control of membrane structures","year":2009,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":true,"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Flatness (cosmology); Controllability; Actuator; Membrane; Materials science; Thermal; Distortion (music); Shape-memory alloy; Ceramic; Membrane structure; Surface (topology); Tension (geology); Structural engineering; Mechanical engineering; Composite material; Engineering; Geometry; Compression (physics); Chemistry; Optoelectronics; Physics","score_opus":0.005037639901037601,"score_gpt":0.21235390080181435,"score_spread":0.20731626090077676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120832415","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98753136,0.00010312971,0.010498439,0.000048095208,0.000027094582,0.00006523411,0.0001724073,0.00013103615,0.0014231941],"genre_scores_gemma":[0.99152327,0.00007602851,0.0071515385,0.000012518657,0.000006221825,0.00007635083,0.000106688014,0.000018280945,0.0010290169],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995466,0.000035633806,0.00003123657,0.00008420035,0.00022991814,0.00007230908],"domain_scores_gemma":[0.9990108,0.00019599749,0.00020600783,0.0002236934,0.00029353902,0.00006992199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046660495,0.00048529016,0.0002386821,0.00020704439,0.00040587722,0.0003059139,0.00044416165,0.0005034332,0.0019178467],"category_scores_gemma":[0.0007991201,0.000183677,0.00019194215,0.00019529501,0.00044189402,0.0003223154,0.0003097668,0.00033117252,0.00024733873],"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":[0.000032876338,0.00003521588,0.00012696195,0.000021935146,0.0000016899847,0.000023925233,0.000050601197,0.0005584494,0.997976,0.00007214639,0.000034791196,0.0010654723],"study_design_scores_gemma":[0.000010962991,0.0003632808,0.0017547102,0.0000022314744,0.0000036657493,0.000021355847,0.000044900873,0.0033455219,0.99371594,0.000026184503,0.0007033784,0.000007842678],"about_ca_topic_score_codex":0.0007918831,"about_ca_topic_score_gemma":0.0011246669,"teacher_disagreement_score":0.0019178467,"about_ca_system_score_codex":0.00038745007,"about_ca_system_score_gemma":0.00025730213,"threshold_uncertainty_score":0.0064157844},"labels":[],"label_agreement":null},{"id":"W2121468671","doi":"10.1115/1.4003849","title":"Stiffness Analysis of a 2DOF Planar Tensegrity Mechanism","year":2011,"lang":"en","type":"article","venue":"Journal of Mechanisms and Robotics","topic":"Structural 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":"Royal Military College of Canada","funders":"","keywords":"Tensegrity; Stiffness; Mechanism (biology); Planar; Workspace; Structural engineering; Direct stiffness method; Stiffness matrix; Compliant mechanism; Computer science; Engineering; Materials science; Finite element method; Physics; Robot; Artificial intelligence","score_opus":0.017055847809335167,"score_gpt":0.19509251716073212,"score_spread":0.17803666935139695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121468671","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.274428,0.0004063141,0.7132372,0.00011868249,0.00002099078,0.000049416692,0.00009825331,0.00028053846,0.011360529],"genre_scores_gemma":[0.9812657,0.00021818985,0.014053876,0.000014773301,0.0000067732763,0.000037854217,0.00004500498,0.00001670156,0.004341119],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990785,0.000012524792,0.000004124806,0.000018370247,0.00004327584,0.000013763849],"domain_scores_gemma":[0.99985147,0.000049300248,0.000046607947,0.00001752545,0.000028311562,0.000006735869],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020024703,0.00043741424,0.00031690215,0.00053709664,0.00017977343,0.0003148156,0.0004149978,0.0005523915,0.0026431005],"category_scores_gemma":[0.00047258564,0.00019574487,0.00040965044,0.00018934316,0.00036713548,0.0004582142,0.0004050966,0.00019608166,0.0003520303],"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":[0.00015272408,0.000021436656,0.0011543373,0.00014610942,0.00003542855,0.0005064738,0.00014055734,0.84367365,0.10666749,0.017429737,0.00022839068,0.029843643],"study_design_scores_gemma":[0.000012725082,0.00017627435,0.0014847167,0.00001181111,0.000012835519,0.00024091965,0.000048754788,0.9891059,0.0056094797,0.002223124,0.0010516207,0.00002173898],"about_ca_topic_score_codex":0.00075877557,"about_ca_topic_score_gemma":0.00044529207,"teacher_disagreement_score":0.0026431005,"about_ca_system_score_codex":0.0001700424,"about_ca_system_score_gemma":0.00026835874,"threshold_uncertainty_score":0.008842051},"labels":[],"label_agreement":null},{"id":"W2123157707","doi":"10.2514/6.2004-1827","title":"Active Control of Inflatable Structure Membrane Wrinkles Using Genetic Algorithm and Neural Network","year":2004,"lang":"en","type":"article","venue":"","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":"Canadian Space Agency","funders":"","keywords":"Inflatable; Artificial neural network; Computer science; Genetic algorithm; Control (management); Artificial intelligence; Algorithm; Machine learning; Engineering; Structural engineering","score_opus":0.004158941458274583,"score_gpt":0.18146666950040388,"score_spread":0.1773077280421293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2123157707","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13579866,0.00038148146,0.85930276,0.00015853117,0.0000375683,0.0000348729,0.000010622488,0.00026803225,0.004007371],"genre_scores_gemma":[0.9469652,0.00018627518,0.05111816,0.000040687344,0.000014221451,0.00006039493,0.000013356582,0.000017173465,0.0015845286],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998505,0.000033871645,0.000007192478,0.00003486472,0.000051533698,0.000022126667],"domain_scores_gemma":[0.9995784,0.00022338802,0.000091277914,0.000021583672,0.00007034837,0.000015018566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041445397,0.00043222544,0.0003860231,0.00029385125,0.00024737246,0.0005694127,0.0006293632,0.00055847433,0.00054572173],"category_scores_gemma":[0.0011002106,0.00019688274,0.00025835892,0.00022922963,0.000624066,0.0004789976,0.0003486177,0.0003910972,0.000073673706],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000071619936,0.00005414696,0.00037117276,0.00004543371,0.000028071414,0.00006423675,0.0000717837,0.9256641,0.020050777,0.0052100914,0.00015247187,0.048216082],"study_design_scores_gemma":[0.0000070537976,0.000034925273,0.00010654111,0.0000029066573,0.000004510239,0.0000070611404,0.0000049435844,0.9969784,0.0018441259,0.00083171454,0.00017400812,0.000003900335],"about_ca_topic_score_codex":0.0030358934,"about_ca_topic_score_gemma":0.0023704828,"teacher_disagreement_score":0.0030358934,"about_ca_system_score_codex":0.0004950079,"about_ca_system_score_gemma":0.000288533,"threshold_uncertainty_score":0.0060364604},"labels":[],"label_agreement":null},{"id":"W2134815725","doi":"10.1007/s00707-012-0784-z","title":"Material tailoring and moduli homogenization for finite twisting deformations of functionally graded Mooney-Rivlin hollow cylinders","year":2012,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Office of Naval Research; Virginia Polytechnic Institute and State University","keywords":"Homogenization (climate); Isotropy; Cylinder; Moduli; Materials science; Traction (geology); Solid mechanics; Geometry; Modulus; Surface (topology); Plane stress; Finite element method; Mechanics; Composite material; Mathematical analysis; Mathematics; Physics; Optics","score_opus":0.015715505748870307,"score_gpt":0.19618583402129192,"score_spread":0.1804703282724216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134815725","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6240236,0.00029318256,0.36421466,0.00025042854,0.000034084922,0.00006283219,0.00005260927,0.00016029987,0.010908222],"genre_scores_gemma":[0.9771524,0.00010023712,0.019207077,0.000028667326,0.0000122204665,0.00003682903,0.000033124084,0.000073762836,0.003355676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999068,0.000025987607,0.0000054514817,0.000017662516,0.00002499516,0.000019042302],"domain_scores_gemma":[0.9998184,0.000071068185,0.000044173215,0.00002381076,0.000023681136,0.000018819776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002959698,0.00038899912,0.0004992851,0.00050328835,0.00034005014,0.0004794503,0.00049039343,0.0005984885,0.0009636176],"category_scores_gemma":[0.0010454442,0.00022864572,0.00030618618,0.00026671097,0.0009003583,0.0004502752,0.00093088136,0.0003533394,0.00013593637],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027392988,0.00011804375,0.0012591855,0.0001446785,0.000028068667,0.00032498845,0.0003561359,0.76819724,0.12393933,0.07124467,0.00048703406,0.03362662],"study_design_scores_gemma":[0.000011775776,0.000037244783,0.00038772257,0.000006132331,0.0000065466666,0.00003129301,0.000051173156,0.9847532,0.006582235,0.0077323574,0.00038986126,0.000010460845],"about_ca_topic_score_codex":0.0011929247,"about_ca_topic_score_gemma":0.00197233,"teacher_disagreement_score":0.0011929247,"about_ca_system_score_codex":0.00039636125,"about_ca_system_score_gemma":0.00034300736,"threshold_uncertainty_score":0.0032236576},"labels":[],"label_agreement":null},{"id":"W2135370678","doi":"10.14359/12344","title":"Seismic Behavior of Nonseismically Detailed Interior Beam-Wide Column Joints—Part I: Experimental Results and Observed Behavior","year":2002,"lang":"en","type":"article","venue":"ACI Structural Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Materials science; Column (typography); Beam (structure); Earthquake resistant structures; Geotechnical engineering; Geology; Composite material; Engineering; Seismic analysis","score_opus":0.024164079318033507,"score_gpt":0.22614693063707864,"score_spread":0.20198285131904514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135370678","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9838847,0.00006710316,0.012917781,0.000017234173,0.000012684798,0.000023964958,0.00065246015,0.00015076844,0.0022733128],"genre_scores_gemma":[0.9948472,0.000041139006,0.0031184484,0.0000064220108,0.0000030178517,0.0000118296975,0.0006938286,0.000028604469,0.0012496302],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997614,0.00003914404,0.00001922456,0.00006180957,0.00007738017,0.0000411181],"domain_scores_gemma":[0.999071,0.00028581946,0.00008783501,0.00019369839,0.00027989532,0.00008182003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026654877,0.00039540138,0.00029624449,0.00035523437,0.00020384968,0.00026266972,0.00040354906,0.0002886348,0.0042084903],"category_scores_gemma":[0.001469075,0.00024642356,0.00015783292,0.0004167155,0.00040627515,0.00032413908,0.00031454052,0.00025906882,0.00049939414],"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":[0.0027880478,0.0006888235,0.036236763,0.0002535788,0.0000762071,0.00035045404,0.0006702859,0.08127373,0.8151594,0.0006705774,0.0012445215,0.06058758],"study_design_scores_gemma":[0.00013523265,0.0034967747,0.1637836,0.00007398057,0.00010566718,0.00047330288,0.0014134662,0.28630182,0.53956664,0.000584312,0.0039878893,0.00007735836],"about_ca_topic_score_codex":0.002469762,"about_ca_topic_score_gemma":0.0033738199,"teacher_disagreement_score":0.0042084903,"about_ca_system_score_codex":0.00020919502,"about_ca_system_score_gemma":0.00013753865,"threshold_uncertainty_score":0.014078736},"labels":[],"label_agreement":null},{"id":"W2136154390","doi":"10.1520/jai103744","title":"Dual Barrier Protected Membrane Roof Assemblies","year":2011,"lang":"en","type":"article","venue":"Journal of ASTM International","topic":"Structural Analysis and Optimization","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":"Halsall (Canada)","funders":"","keywords":"Materials science; Roof; Dual (grammatical number); Membrane; Composite material; Structural engineering; Chemistry; Engineering","score_opus":0.013302301881043805,"score_gpt":0.20551136111551704,"score_spread":0.19220905923447323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2136154390","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8251143,0.0018803902,0.13001707,0.00026728906,0.0006269593,0.00023015577,0.0009121452,0.0043183216,0.036633395],"genre_scores_gemma":[0.9496985,0.00046133777,0.034852058,0.00006314588,0.00004531187,0.000062296036,0.0006001602,0.0001096688,0.014107481],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99946374,0.00005010859,0.000030262707,0.000072671406,0.000255012,0.00012827847],"domain_scores_gemma":[0.9994553,0.00003827295,0.00008637116,0.00014240062,0.00020329372,0.00007436533],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035556706,0.00048358622,0.00045312112,0.00086134294,0.000657565,0.0008276966,0.0011459723,0.0010990414,0.006842342],"category_scores_gemma":[0.00059877406,0.00033454577,0.00066912564,0.0004927788,0.00023429727,0.00083533145,0.0011861117,0.0006426735,0.0037968266],"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":[0.0006343386,0.00018651407,0.005027844,0.0006771491,0.00010522257,0.0024662425,0.00031827966,0.010758564,0.8404989,0.0063192914,0.006056536,0.12695113],"study_design_scores_gemma":[0.000069320544,0.0015944227,0.015405918,0.00014110138,0.00013235945,0.0032565673,0.00033566443,0.027737418,0.8525745,0.0008461119,0.097797096,0.00010949401],"about_ca_topic_score_codex":0.00042784633,"about_ca_topic_score_gemma":0.00048084764,"teacher_disagreement_score":0.006842342,"about_ca_system_score_codex":0.0004141556,"about_ca_system_score_gemma":0.00026690913,"threshold_uncertainty_score":0.022889912},"labels":[],"label_agreement":null},{"id":"W2138297182","doi":"10.1109/icma.2006.257500","title":"Shape Estimation of Inflatable Space Structures Using Radial Basis Function Neural Networks","year":2006,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Inflatable; Flatness (cosmology); Artificial neural network; Radial basis function; Control theory (sociology); Computer science; Radial basis function network; Artificial intelligence; Engineering; Control (management); Structural engineering; Physics","score_opus":0.006195834034828575,"score_gpt":0.1882508679749648,"score_spread":0.18205503394013622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2138297182","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08194335,0.00011319126,0.91665274,0.000050730523,0.000007180558,0.0000183359,0.000016686734,0.0004190612,0.0007786651],"genre_scores_gemma":[0.81619877,0.00013559007,0.18241902,0.000030023804,0.00000812968,0.000037794394,0.00006376342,0.00004436922,0.0010624365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997434,0.00007930327,0.000013988862,0.00005528103,0.000088714194,0.000019408464],"domain_scores_gemma":[0.99936503,0.00023495077,0.00012215337,0.000080613194,0.0001821266,0.00001513935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060914125,0.0005145555,0.0004600263,0.0005206974,0.00017343348,0.0004317527,0.00047989408,0.0006203239,0.00042090387],"category_scores_gemma":[0.0016720002,0.00035084825,0.00033911603,0.00037466612,0.0003725638,0.00074377976,0.0003463094,0.00033817184,0.00020426216],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018161183,0.00003579742,0.00196737,0.00004877818,0.000032242806,0.000073888965,0.00006968725,0.7716083,0.036107868,0.0014752074,0.00026997496,0.18812935],"study_design_scores_gemma":[0.0000027721908,0.000013547693,0.00047675037,0.0000020644322,0.0000023939292,0.000010584242,0.0000050731132,0.9955915,0.0034881914,0.00032691413,0.00007405729,0.000006143949],"about_ca_topic_score_codex":0.0025641883,"about_ca_topic_score_gemma":0.0023069233,"teacher_disagreement_score":0.0025641883,"about_ca_system_score_codex":0.00045122267,"about_ca_system_score_gemma":0.00027213644,"threshold_uncertainty_score":0.0050985217},"labels":[],"label_agreement":null},{"id":"W2142235869","doi":"10.2514/6.2002-1707","title":"Development of a Multifunctional Inflatable Structure for the PowerSphere Concept","year":2002,"lang":"en","type":"article","venue":"43rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lockheed Martin (Canada)","funders":"Division of Materials Research; National Aeronautics and Space Administration","keywords":"Inflatable; Computer science; Engineering; Structural engineering","score_opus":0.012864725900440816,"score_gpt":0.20087194143663073,"score_spread":0.1880072155361899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2142235869","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31288812,0.0009018892,0.54869574,0.0007345966,0.0006306964,0.0002118696,0.0002333615,0.0016110943,0.13409266],"genre_scores_gemma":[0.7856579,0.00031581277,0.18887588,0.00013072915,0.000059998354,0.00014557628,0.000208361,0.00016906239,0.02443668],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999093,0.000008318946,0.0000022495915,0.000016348993,0.000051264717,0.0000125801635],"domain_scores_gemma":[0.99991536,0.000008420704,0.00001167569,0.000019875819,0.000027318776,0.000017324643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016276032,0.0003199104,0.00024077669,0.00029594355,0.00041284613,0.0005509106,0.0006913481,0.0006014813,0.0034057314],"category_scores_gemma":[0.00018935326,0.00015610599,0.00023181459,0.00016383905,0.00041287902,0.0007033307,0.0005165312,0.00062754867,0.0010942953],"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":[0.0001737738,0.00010561346,0.0005499186,0.00021841814,0.00003112409,0.00053706346,0.00026593616,0.016464,0.754184,0.12681052,0.0046820883,0.09597752],"study_design_scores_gemma":[0.00014998528,0.001511418,0.002270745,0.00010462106,0.00006680446,0.002086115,0.0001890144,0.13984427,0.599723,0.01614404,0.23780525,0.000104749946],"about_ca_topic_score_codex":0.00014569923,"about_ca_topic_score_gemma":0.00018811141,"teacher_disagreement_score":0.0034057314,"about_ca_system_score_codex":0.00027269227,"about_ca_system_score_gemma":0.0002519524,"threshold_uncertainty_score":0.011393249},"labels":[],"label_agreement":null},{"id":"W2143824152","doi":"10.1115/detc2007-34286","title":"Workspace Optimization of a Very Large Cable-Driven Parallel Mechanism for a Radiotelescope Application","year":2007,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"Université Laval","funders":"","keywords":"Workspace; Mechanism (biology); Reflector (photography); Torque; Antenna (radio); Computer science; Set (abstract data type); Tension (geology); Simulation; Control theory (sociology); Physics; Telecommunications; Robot; Optics; Control (management); Artificial intelligence","score_opus":0.005383926981388979,"score_gpt":0.21066657480154913,"score_spread":0.20528264782016015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2143824152","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61060184,0.00018233199,0.3802267,0.000103116654,0.000017259676,0.000060126364,0.00007139692,0.00024593525,0.008491303],"genre_scores_gemma":[0.9388084,0.00005872127,0.059198774,0.000007188265,0.000003680363,0.000053629745,0.000040315765,0.0000263791,0.0018028445],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992526,0.000018416911,0.0000027714202,0.0000131484985,0.000028117945,0.0000122476395],"domain_scores_gemma":[0.9998454,0.000047131613,0.000040079507,0.000025330966,0.000026952357,0.00001510076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032496086,0.00037334475,0.0002587896,0.00026195543,0.00016051168,0.00024175202,0.00037770433,0.0003053009,0.0013154265],"category_scores_gemma":[0.00042912705,0.00020928239,0.00028444146,0.00016196532,0.00019713934,0.00019859808,0.00032535705,0.00020536708,0.00016356824],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014120933,0.00006675596,0.00095076225,0.000106730775,0.000027754422,0.00017744603,0.000042600164,0.86769205,0.097749844,0.004243958,0.000251097,0.02854988],"study_design_scores_gemma":[0.000106991,0.001020561,0.0017698313,0.00001543399,0.000027899996,0.00021847007,0.00005635266,0.96964854,0.022934845,0.001653229,0.0025207736,0.000027055841],"about_ca_topic_score_codex":0.00037575152,"about_ca_topic_score_gemma":0.000610158,"teacher_disagreement_score":0.0013154265,"about_ca_system_score_codex":0.00017283965,"about_ca_system_score_gemma":0.000432839,"threshold_uncertainty_score":0.0044004917},"labels":[],"label_agreement":null},{"id":"W2147461090","doi":"10.37236/2212","title":"Periodic Rigidity on a Variable Torus Using Inductive Constructions","year":2015,"lang":"en","type":"article","venue":"The Electronic Journal of Combinatorics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":10,"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":"University of Toronto; University of Bristol","keywords":"Torus; Rigidity (electromagnetism); Mathematics; Lattice (music); Combinatorics; Pure mathematics; Geometry; Physics; Quantum mechanics","score_opus":0.01904847326597803,"score_gpt":0.22264986934674816,"score_spread":0.20360139608077013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2147461090","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19112004,0.00064525765,0.718609,0.0006286204,0.00013688763,0.00009509168,0.00036745906,0.0008604724,0.08753722],"genre_scores_gemma":[0.9143296,0.00037874124,0.074678384,0.00015001545,0.000080872946,0.00010740626,0.0003564078,0.00026583252,0.0096528465],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.998102,0.0004173426,0.00007526628,0.00044868604,0.00059262686,0.0003640278],"domain_scores_gemma":[0.99843913,0.0006454668,0.0002019535,0.0003610293,0.00016106236,0.00019137796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014238993,0.0007699339,0.00078047754,0.0014140441,0.002331748,0.0022549059,0.0014639023,0.0010529917,0.008523198],"category_scores_gemma":[0.0030380806,0.00054828456,0.0016536122,0.0011043478,0.005357746,0.0057720426,0.0042819926,0.0022671453,0.0008478098],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009562862,0.0000053281206,0.00013115941,0.000026785865,0.0000059329045,0.00010294584,0.00015254597,0.0028523023,0.00060349324,0.9940264,0.0001903901,0.0018930715],"study_design_scores_gemma":[0.000012652861,0.000042998538,0.00039773466,0.000042332715,0.000021123074,0.00033411742,0.00032979352,0.015439225,0.0015538608,0.9734591,0.008328338,0.00003872163],"about_ca_topic_score_codex":0.0018946201,"about_ca_topic_score_gemma":0.0027050583,"teacher_disagreement_score":0.008523198,"about_ca_system_score_codex":0.0014691792,"about_ca_system_score_gemma":0.0007613509,"threshold_uncertainty_score":0.028512955},"labels":[],"label_agreement":null},{"id":"W2148091059","doi":"10.1007/s00454-004-1139-x","title":"Non-Crossing Frameworks with Non-Crossing Reciprocals","year":2004,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; Deutsche Forschungsgemeinschaft; Ministerio de Ciencia y Tecnología; McGill University; National Institutes of Health; National Science Foundation","keywords":"Reciprocal; Embedding; Planar; Graph; Planar graph; Planar straight-line graph; Sign (mathematics)","score_opus":0.005139027119167768,"score_gpt":0.22868772445822788,"score_spread":0.2235486973390601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2148091059","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23078102,0.001785993,0.44647557,0.0023020967,0.0010145961,0.00016552205,0.00052331627,0.0010172769,0.3159347],"genre_scores_gemma":[0.88859576,0.00081732514,0.0755557,0.00049925165,0.00028657258,0.00020245249,0.00035698287,0.00046005193,0.033225983],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99871886,0.00036815673,0.000051185765,0.00024037888,0.0003838863,0.00023761191],"domain_scores_gemma":[0.9988433,0.0002949272,0.00013398899,0.000312474,0.00017989535,0.00023539159],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013712803,0.001036146,0.001371347,0.0023926334,0.002537167,0.0034325616,0.0020236685,0.002192005,0.019372292],"category_scores_gemma":[0.0033906081,0.0005655691,0.0010489373,0.0014750038,0.0030415228,0.0046457294,0.0029464683,0.0029504143,0.0018465222],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007038789,0.0000080956415,0.000015908938,0.000010486255,0.0000025423417,0.000017159931,0.000018563707,0.001192915,0.00014255356,0.99645424,0.00048775502,0.0016428242],"study_design_scores_gemma":[0.000009310346,0.000012553773,0.000033555963,0.000007795125,0.0000043780356,0.0000754709,0.00003077665,0.009412126,0.00015426309,0.9872651,0.0029851724,0.0000095138075],"about_ca_topic_score_codex":0.00071256317,"about_ca_topic_score_gemma":0.0010366357,"teacher_disagreement_score":0.019372292,"about_ca_system_score_codex":0.00088615017,"about_ca_system_score_gemma":0.0007545102,"threshold_uncertainty_score":0.06480676},"labels":[],"label_agreement":null},{"id":"W2148365456","doi":"10.2514/6.2012-1920","title":"A Simple PI Controller for Active Flatness and Tracking Control of a Space Membrane Structure","year":2012,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Flatness (cosmology); Control theory (sociology); PID controller; Simple (philosophy); Tracking (education); Pi; Computer science; Control engineering; Control (management); Mathematics; Engineering; Physics; Artificial intelligence; Temperature control; Geometry","score_opus":0.006167983984143298,"score_gpt":0.21057015321815434,"score_spread":0.20440216923401103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2148365456","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13767222,0.00027682373,0.850682,0.00011483652,0.00020011788,0.0002131008,0.000059440255,0.002209845,0.008571598],"genre_scores_gemma":[0.94678617,0.000073214156,0.04955753,0.000039515966,0.00002201338,0.00010606463,0.000032135016,0.000018766334,0.0033645737],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984336,0.000011606477,0.00000856337,0.000038278136,0.00007991432,0.00001833712],"domain_scores_gemma":[0.99985194,0.000032433883,0.000028381159,0.000022135586,0.000051420906,0.000013760088],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017541979,0.0004607618,0.00027037552,0.00022173834,0.00029323917,0.00040058797,0.0008210173,0.0003528824,0.0023217925],"category_scores_gemma":[0.0003333096,0.00015571012,0.00020143778,0.00014951499,0.0002316058,0.00021765998,0.00021707015,0.00037633587,0.000390087],"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":[0.00053833943,0.00027380357,0.0006774523,0.0004292749,0.000056421977,0.00021589886,0.00013421879,0.057136852,0.65356594,0.0026610864,0.0011266063,0.2831841],"study_design_scores_gemma":[0.0002377574,0.0025026943,0.0046828063,0.00002774955,0.000104907835,0.00035588746,0.000048856098,0.7682018,0.21109593,0.0010736488,0.011617229,0.000050753726],"about_ca_topic_score_codex":0.0010971851,"about_ca_topic_score_gemma":0.0016392074,"teacher_disagreement_score":0.0023217925,"about_ca_system_score_codex":0.00022807135,"about_ca_system_score_gemma":0.00030861862,"threshold_uncertainty_score":0.007767141},"labels":[],"label_agreement":null},{"id":"W2151132212","doi":"10.1115/1.4005335","title":"Analytical Computation of the Actuator and Cartesian Workspace Boundaries for a Planar 2-Degree-of-Freedom Translational Tensegrity Mechanism","year":2012,"lang":"en","type":"article","venue":"Journal of Mechanisms and Robotics","topic":"Structural Analysis and Optimization","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":"Royal Military College of Canada; Western University","funders":"","keywords":"Workspace; Tensegrity; Kinematics; Mechanism (biology); Actuator; Cartesian coordinate system; Planar; Inertia; Computation; Computer science; Geometry; Control theory (sociology); Acceleration; Topology (electrical circuits); Physics; Mathematics; Robot; Classical mechanics; Artificial intelligence; Algorithm","score_opus":0.019078478794488103,"score_gpt":0.22791751068244107,"score_spread":0.20883903188795297,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2151132212","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24563979,0.00038565477,0.7396181,0.000106500614,0.000018380091,0.000041907708,0.00007667624,0.00028604871,0.013826878],"genre_scores_gemma":[0.9496783,0.00015328234,0.048597697,0.000007901077,0.000004670941,0.00005290566,0.000033185024,0.00003346884,0.0014385824],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992216,0.000014230383,0.00000368231,0.00000952408,0.000036222787,0.000014178244],"domain_scores_gemma":[0.9996878,0.00016491165,0.000060664886,0.00002399923,0.0000490876,0.000013575674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033259633,0.00034192408,0.00031907702,0.00042265654,0.00025233367,0.0005609248,0.00047566995,0.00048802295,0.0018412855],"category_scores_gemma":[0.0013988041,0.000260346,0.00030101702,0.00020538412,0.0005522233,0.00043566708,0.00042649885,0.00029511633,0.0002535511],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007667257,0.000014772537,0.0005015946,0.00010899283,0.0000057552434,0.00022764067,0.00012920662,0.93142986,0.020649696,0.034972902,0.00023348707,0.011649458],"study_design_scores_gemma":[0.0000125750375,0.000033480293,0.00031786066,0.000014290062,0.0000038703065,0.00007615477,0.000045450026,0.99165654,0.0035530482,0.0036024998,0.00067368185,0.000010592869],"about_ca_topic_score_codex":0.00059146195,"about_ca_topic_score_gemma":0.000554019,"teacher_disagreement_score":0.0018412855,"about_ca_system_score_codex":0.000278864,"about_ca_system_score_gemma":0.00054128235,"threshold_uncertainty_score":0.006159663},"labels":[],"label_agreement":null},{"id":"W2151189578","doi":"10.1061/(asce)0733-9445(2004)130:9(1420.2)","title":"Closure to “Exact Finite Element for Nonuniform Torsion of Open Sections” by Magdi Mohareb and Farhood Nowzartash","year":2004,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Torsion (gastropod); Closure (psychology); Finite element method; Mathematics; Geology; Geometry; Structural engineering; Physics; Engineering; Political science; Anatomy; Medicine; Law","score_opus":0.004907370614541154,"score_gpt":0.21805771476280766,"score_spread":0.2131503441482665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2151189578","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021051316,0.0033590216,0.9516925,0.001622462,0.0022548758,0.00006405778,0.00015761828,0.00025979974,0.01953847],"genre_scores_gemma":[0.5464387,0.005350193,0.37210122,0.001895628,0.0024805653,0.0002853443,0.0008537537,0.0012790794,0.06931543],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9992599,0.00025163396,0.00005088371,0.00013280021,0.00024950647,0.000055219738],"domain_scores_gemma":[0.9992861,0.00028251077,0.000052079533,0.00013903326,0.00018360987,0.00005675246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012488854,0.00082936906,0.0013208513,0.0006677617,0.00070770906,0.0011070567,0.0013778533,0.00086808694,0.0048805955],"category_scores_gemma":[0.0044639003,0.0005430593,0.0011194363,0.0006282769,0.0020310925,0.0027090865,0.0030434479,0.00295476,0.0014324997],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036470822,0.00013796319,0.00038014687,0.00039028734,0.000054755637,0.00023575779,0.00052368315,0.07189478,0.009430501,0.7684846,0.019649824,0.12845305],"study_design_scores_gemma":[0.000053274474,0.00014932577,0.00033577814,0.00013517504,0.000035285288,0.00022241265,0.00011283617,0.39241344,0.005919115,0.52823716,0.07232986,0.000056337303],"about_ca_topic_score_codex":0.0017585092,"about_ca_topic_score_gemma":0.0010251245,"teacher_disagreement_score":0.0048805955,"about_ca_system_score_codex":0.0006875064,"about_ca_system_score_gemma":0.00054328324,"threshold_uncertainty_score":0.016327262},"labels":[],"label_agreement":null},{"id":"W2151330371","doi":"10.1007/978-1-4939-0781-6_15","title":"One Brick at a Time: A Survey of Inductive Constructions in Rigidity Theory","year":2014,"lang":"en","type":"book-chapter","venue":"Fields Institute communications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Rigidity (electromagnetism); Inductive method; Mathematics; Structural rigidity; Computer science; Theoretical computer science; Algebra over a field; Pure mathematics; Engineering; Geometry; Structural engineering; Mathematics education","score_opus":0.05045162519051561,"score_gpt":0.24253032949982478,"score_spread":0.19207870430930918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2151330371","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0077882763,0.1694964,0.5426477,0.007887514,0.0010484915,0.000072034614,0.0003080818,0.0006127335,0.27013862],"genre_scores_gemma":[0.28764224,0.24775626,0.35832185,0.0041239634,0.005297956,0.00056025246,0.0012440109,0.0014415326,0.09361201],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9982327,0.0007246471,0.00008589396,0.00025316208,0.00056346186,0.00014001406],"domain_scores_gemma":[0.9975151,0.0019184789,0.00008009633,0.00025823154,0.00016910917,0.000058940386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002218544,0.001060756,0.0012305253,0.003128769,0.0019712013,0.0038220119,0.002382551,0.0015377693,0.010908371],"category_scores_gemma":[0.0039670663,0.0013114635,0.0010414267,0.0073277783,0.007738617,0.011295271,0.0029995136,0.004746684,0.004184598],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006373462,0.000015328575,0.00006966085,0.00023460302,0.0000039277893,0.000013047224,0.00020973217,0.0007506788,0.00016720095,0.95122814,0.0064241705,0.040877227],"study_design_scores_gemma":[0.0000043890022,0.000015152264,0.00013720461,0.00027897264,0.000006871833,0.00012435898,0.00010181964,0.0024421664,0.00039910068,0.8908616,0.105609655,0.000018651364],"about_ca_topic_score_codex":0.0011101897,"about_ca_topic_score_gemma":0.0016843355,"teacher_disagreement_score":0.010908371,"about_ca_system_score_codex":0.0027282566,"about_ca_system_score_gemma":0.0015211804,"threshold_uncertainty_score":0.03649211},"labels":[],"label_agreement":null},{"id":"W2153416727","doi":"10.14359/12485","title":"Confinement Model for Axially Loaded Short Rectangular Columns Strengthened with Fiber-Reinforced Polymer Wrapping","year":2003,"lang":"en","type":"article","venue":"ACI Structural Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Sierra leone; Ancient history; Environmental protection; Ethnology; History","score_opus":0.010950149900385793,"score_gpt":0.21078606718416815,"score_spread":0.19983591728378236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2153416727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60928446,0.0029936035,0.2764476,0.001052363,0.00047879817,0.0001578187,0.0009793604,0.0010218959,0.10758409],"genre_scores_gemma":[0.9659788,0.0005538398,0.0063529266,0.00008325096,0.000022744705,0.00009935824,0.00016504974,0.000046158573,0.026697904],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998349,0.000019648503,0.0000055562605,0.00004320336,0.00005403269,0.00004263793],"domain_scores_gemma":[0.99986565,0.000030166511,0.00003518082,0.000011865087,0.00003448687,0.000022728396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015072469,0.00051422475,0.00045465192,0.0005037906,0.00054778566,0.00077715114,0.0009948683,0.0010094302,0.0041356646],"category_scores_gemma":[0.000245997,0.0003031803,0.0006756545,0.000303324,0.00061610364,0.0006101397,0.00051651837,0.00028696458,0.00073315244],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018840682,0.0001325567,0.0012878916,0.00025442502,0.000047428814,0.001091295,0.0001449457,0.89085406,0.07688114,0.013672291,0.002556321,0.012889231],"study_design_scores_gemma":[0.000009862055,0.00011113387,0.0007637274,0.000021359589,0.000020631725,0.000088364926,0.00006908926,0.9904552,0.00547202,0.0010062843,0.0019586368,0.00002379596],"about_ca_topic_score_codex":0.005122951,"about_ca_topic_score_gemma":0.004885494,"teacher_disagreement_score":0.005122951,"about_ca_system_score_codex":0.0006111772,"about_ca_system_score_gemma":0.0006363598,"threshold_uncertainty_score":0.013835192},"labels":[],"label_agreement":null},{"id":"W2154166437","doi":"10.1061/41016(314)239","title":"Structures Using Uncurved or Minimally Curved Tensioned Fabric Membranes","year":2008,"lang":"en","type":"article","venue":"Structures Congress 2008","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":"Thornhill Medical (Canada)","funders":"","keywords":"Ponding; Deflection (physics); Membrane; Curvature; Structural engineering; Engineering; Computer science; Geometry; Mathematics","score_opus":0.03306157917795348,"score_gpt":0.24029211956205385,"score_spread":0.20723054038410038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2154166437","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93857867,0.00015962438,0.04874643,0.000066304994,0.000023856555,0.00005915855,0.00015327346,0.00019972867,0.012013037],"genre_scores_gemma":[0.9710259,0.000092549504,0.02701631,0.00000939026,0.0000027128544,0.00002781966,0.000076302495,0.000015556261,0.0017335615],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997118,0.000052411444,0.000022138795,0.000043102984,0.00010597545,0.000064523345],"domain_scores_gemma":[0.99956685,0.000082440856,0.00012829721,0.00012055604,0.000061928404,0.000039882372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023733074,0.00042477768,0.00022091495,0.00036849495,0.00033750304,0.00072360766,0.0006011589,0.00065169786,0.0014808853],"category_scores_gemma":[0.0007793631,0.00025056105,0.00032850783,0.00032211145,0.0006425814,0.000512421,0.00058878947,0.00033005516,0.00039340134],"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":[0.00049410155,0.0003052668,0.013723291,0.00054083596,0.00014887111,0.0037789254,0.0008913643,0.39063257,0.41901165,0.036566738,0.0012698756,0.13263656],"study_design_scores_gemma":[0.00023109383,0.0050983443,0.055132765,0.0002753241,0.00024116252,0.006837081,0.0018180248,0.41888183,0.44327474,0.020572376,0.047379248,0.0002580135],"about_ca_topic_score_codex":0.00063951104,"about_ca_topic_score_gemma":0.0018096209,"teacher_disagreement_score":0.0014808853,"about_ca_system_score_codex":0.0004360369,"about_ca_system_score_gemma":0.00032830526,"threshold_uncertainty_score":0.00495404},"labels":[],"label_agreement":null},{"id":"W2156798717","doi":"10.1061/40830(188)8","title":"Dynamic Characterization for Multi-Layer Membrane Space Altimeter","year":2006,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Canadian Space Agency","funders":"","keywords":"Finite element method; Nonlinear system; Orbit (dynamics); Aerospace engineering; Boundary (topology); Synthetic aperture radar; Computer science; Altimeter; Structural engineering; Engineering; Mechanical engineering; Remote sensing; Physics; Geology; Mathematics; Mathematical analysis; Artificial intelligence","score_opus":0.010196315124309437,"score_gpt":0.21768907880085991,"score_spread":0.20749276367655048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2156798717","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9594924,0.00009180754,0.038247544,0.000048538244,0.000013826185,0.000017642049,0.00017915352,0.00010632346,0.0018027027],"genre_scores_gemma":[0.99198383,0.00006402321,0.007090821,0.000009226824,0.0000018783384,0.000010699557,0.000120060016,0.000010015287,0.0007093959],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981636,0.000021134309,0.000008087277,0.000027758544,0.00010184998,0.000024713365],"domain_scores_gemma":[0.9997155,0.00008214937,0.000049989412,0.00004441069,0.000085734246,0.000022291992],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003252882,0.0001829778,0.00023064853,0.0003433401,0.00024773026,0.00040294556,0.00025215666,0.0004045457,0.00090548844],"category_scores_gemma":[0.00064504094,0.00010488609,0.0001788016,0.00020083366,0.00023084717,0.00045897698,0.00031872222,0.00027984576,0.0002473347],"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":[0.00020288031,0.000048803122,0.014377674,0.00008173484,0.000015339694,0.00024855093,0.00030706654,0.069663174,0.88208723,0.0016605823,0.00023538567,0.031071609],"study_design_scores_gemma":[0.000016197584,0.0004816382,0.022005618,0.000027848922,0.000018563487,0.00028190785,0.00051330175,0.39676723,0.57415086,0.0005429057,0.0051426264,0.000051256207],"about_ca_topic_score_codex":0.00070513843,"about_ca_topic_score_gemma":0.00089657534,"teacher_disagreement_score":0.00090548844,"about_ca_system_score_codex":0.00025244968,"about_ca_system_score_gemma":0.00021884343,"threshold_uncertainty_score":0.0030291677},"labels":[],"label_agreement":null},{"id":"W2157859168","doi":"10.1177/0021998311431642","title":"Similitude study on bending stiffness and behavior of composite tubes","year":2012,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Structural Analysis and Optimization","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":"National Research Council Canada; Concordia University","funders":"","keywords":"Materials science; Stiffness; Flexural strength; Tube (container); Bending stiffness; Composite number; Bending; Three point flexural test; Composite material; Flexural modulus; Deformation (meteorology); Structural engineering; Flexural rigidity; Boundary value problem; Mathematics; Mathematical analysis; Engineering","score_opus":0.013910600641183926,"score_gpt":0.253903516156887,"score_spread":0.23999291551570306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2157859168","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97388214,0.00011633786,0.019452803,0.0000256317,0.0000035955109,0.000010071126,0.000024019168,0.00006024895,0.0064251204],"genre_scores_gemma":[0.99710363,0.00002193958,0.002076979,0.0000042683546,0.0000011683753,0.0000036400213,0.000014106992,0.0000058961573,0.00076827966],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999093,0.000013387097,0.0000029722657,0.000022748014,0.000039184833,0.000012362045],"domain_scores_gemma":[0.9996153,0.00017683126,0.0000746843,0.000049201066,0.00006197737,0.000021993546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015355083,0.00017604714,0.00014517586,0.00038249552,0.00013990996,0.00014002647,0.00021959652,0.00027084872,0.002083524],"category_scores_gemma":[0.00064391416,0.000111245005,0.00016952354,0.00022739693,0.0003914754,0.00020377427,0.00016411893,0.0001791118,0.00020362006],"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":[0.00029476412,0.00009408638,0.008143951,0.000119467564,0.000016980694,0.0006987917,0.00046924406,0.123197384,0.83814603,0.011800869,0.00022110756,0.016797371],"study_design_scores_gemma":[0.000015852369,0.00036160793,0.018811593,0.000017617263,0.0000122743895,0.0004460965,0.00016070796,0.78440857,0.19291562,0.0019095504,0.00090532616,0.00003524308],"about_ca_topic_score_codex":0.00038099868,"about_ca_topic_score_gemma":0.00037051708,"teacher_disagreement_score":0.002083524,"about_ca_system_score_codex":0.00013759689,"about_ca_system_score_gemma":0.000089485344,"threshold_uncertainty_score":0.006970048},"labels":[],"label_agreement":null},{"id":"W2159593629","doi":"10.1177/1081286507083637","title":"A Theory of the Mechanics of Two Coupled Surfaces","year":2008,"lang":"en","type":"article","venue":"Mathematics and Mechanics of Solids","topic":"Structural Analysis and Optimization","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 Alberta","funders":"","keywords":"Slipping; Constitutive equation; Continuum mechanics; Slip (aerodynamics); Classical mechanics; Contact mechanics; Finite element method; Boundary value problem; Mechanics; Equations of motion; Mathematics; Physics; Mathematical analysis; Geometry","score_opus":0.013273153986108911,"score_gpt":0.20699704320468512,"score_spread":0.19372388921857622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2159593629","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.057131406,0.0017194741,0.86433685,0.0016970382,0.0005248122,0.000099870194,0.00012619552,0.00017931586,0.07418496],"genre_scores_gemma":[0.84358615,0.0018139905,0.10470082,0.00067506963,0.00045894447,0.0004148464,0.00015871407,0.00014239606,0.048049025],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.999371,0.0001288343,0.000020951406,0.00010594024,0.00030425345,0.000069043475],"domain_scores_gemma":[0.9997445,0.00007066886,0.000032900854,0.000051448977,0.000055353365,0.00004518607],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005512315,0.0007613654,0.00093805656,0.00090069685,0.0013570401,0.0020820363,0.0016099388,0.002378083,0.0068601645],"category_scores_gemma":[0.00087696593,0.00054697675,0.0011330179,0.00046859353,0.0030922648,0.0025769547,0.0024446668,0.0016953358,0.0010461201],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000054849784,0.0000113650085,0.00006185938,0.000031005042,0.000013001943,0.000088962726,0.000065784065,0.020504504,0.0017741687,0.9745668,0.0004610506,0.0024159672],"study_design_scores_gemma":[0.000018009378,0.000051879153,0.00018643477,0.000021310116,0.000011276238,0.00023941323,0.00008289419,0.21552198,0.0005668638,0.7735954,0.009677658,0.000026874002],"about_ca_topic_score_codex":0.0010085256,"about_ca_topic_score_gemma":0.00039918133,"teacher_disagreement_score":0.0068601645,"about_ca_system_score_codex":0.0009664904,"about_ca_system_score_gemma":0.0008557421,"threshold_uncertainty_score":0.022949517},"labels":[],"label_agreement":null},{"id":"W2160680505","doi":"10.1002/pc.20999","title":"Elastic properties of large‐open‐mesh 2D braided composites: Model predictions and initial experimental findings","year":2010,"lang":"en","type":"article","venue":"Polymer Composites","topic":"Structural Analysis and Optimization","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":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta; University of Ottawa","keywords":"Materials science; Composite material; Stiffness; Wire mesh","score_opus":0.013135213816394762,"score_gpt":0.23465047070252995,"score_spread":0.2215152568861352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2160680505","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9537203,0.00061362743,0.033897117,0.00010260113,0.000036247908,0.000053596894,0.0003868594,0.00030876172,0.010880941],"genre_scores_gemma":[0.9946253,0.000113127586,0.0038122893,0.000009104419,0.0000033871393,0.00003793975,0.00010395556,0.00001833602,0.0012765151],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997824,0.000033877088,0.000008112616,0.000038470156,0.0001066919,0.00003048605],"domain_scores_gemma":[0.9995921,0.00018938592,0.000053582065,0.00007238579,0.00007084221,0.000021560658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048551205,0.00060126116,0.00042078277,0.00047391534,0.00030853186,0.0005116447,0.00069101056,0.0012447389,0.0018318928],"category_scores_gemma":[0.0008045113,0.00039940132,0.00041442676,0.00041763356,0.0008084648,0.0005416413,0.00027890896,0.00040890038,0.00045791615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025632884,0.00018417917,0.0013396151,0.000118800075,0.000011965723,0.00016675754,0.000100733385,0.89571,0.09376273,0.0013133852,0.00034040379,0.00669502],"study_design_scores_gemma":[0.000020439387,0.000117698204,0.0018438974,0.00001340963,0.000007528372,0.000035773577,0.000030410774,0.97791755,0.019055713,0.00046094312,0.00047753548,0.000019063744],"about_ca_topic_score_codex":0.0018305411,"about_ca_topic_score_gemma":0.0021555903,"teacher_disagreement_score":0.0018318928,"about_ca_system_score_codex":0.00043254838,"about_ca_system_score_gemma":0.0004051261,"threshold_uncertainty_score":0.0061282516},"labels":[],"label_agreement":null},{"id":"W2162795468","doi":"10.1061/40492(2000)27","title":"Push-Over Analysis for Performance-Based Design Using Semi-Rigid Analysis Techniques","year":2000,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Rigidity (electromagnetism); Stiffness; Structural engineering; Hinge; Plastic hinge; Planar; Nonlinear system; Computer science; Conceptual design; Structural rigidity; Static analysis; Engineering; Physics","score_opus":0.017548905791636572,"score_gpt":0.22628977278332488,"score_spread":0.2087408669916883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162795468","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012590366,0.000044474025,0.9965783,0.000021376878,0.000007593487,0.000015087979,0.0000079723995,0.00009515538,0.0019710194],"genre_scores_gemma":[0.42554408,0.0009124353,0.56125534,0.00011772512,0.000072857365,0.00058879796,0.00013288947,0.00040165437,0.010974151],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948645,0.00011355871,0.000019382243,0.00003975917,0.0003084818,0.00003228688],"domain_scores_gemma":[0.9996276,0.00016325667,0.00006761882,0.000060328464,0.000068950125,0.000012295011],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011352682,0.0013260482,0.00071734615,0.000674169,0.00040366102,0.00087004824,0.0010056708,0.00057800114,0.0039191176],"category_scores_gemma":[0.0013376245,0.0005010162,0.0010566973,0.00040247542,0.00093008747,0.00092676224,0.0009416959,0.0010268384,0.00096828444],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013513297,0.00002214525,0.00010861599,0.00009758148,0.000021189344,0.000029240513,0.00006207668,0.87280667,0.007720862,0.08699641,0.0005032589,0.031618346],"study_design_scores_gemma":[0.0000021082055,0.000026871598,0.00003557037,0.000009856345,0.0000067289857,0.000009158447,0.000006643808,0.98340434,0.0012008941,0.012624715,0.0026670343,0.000006142789],"about_ca_topic_score_codex":0.0017135653,"about_ca_topic_score_gemma":0.0016020035,"teacher_disagreement_score":0.0039191176,"about_ca_system_score_codex":0.00079786003,"about_ca_system_score_gemma":0.00095556665,"threshold_uncertainty_score":0.013110757},"labels":[],"label_agreement":null},{"id":"W2165986425","doi":"10.1016/j.matpur.2009.01.004","title":"A new approach to the fundamental theorem of surface theory, by means of the Darboux–Vallée–Fortuné compatibility relation","year":2009,"lang":"en","type":"article","venue":"Journal de Mathématiques Pures et Appliquées","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Mathematics; Pure mathematics; Gauss; Calculus (dental); Mathematical analysis; Physics; Quantum mechanics","score_opus":0.00829124125163336,"score_gpt":0.23543125308148335,"score_spread":0.22714001182985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2165986425","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014359536,0.0027799422,0.9161969,0.0034145773,0.0018701681,0.000054495,0.0001314641,0.00016282847,0.061030075],"genre_scores_gemma":[0.37537658,0.006481422,0.5401217,0.003265052,0.00829081,0.00033804102,0.00040992667,0.00076583365,0.06495066],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99938357,0.00019306708,0.00003367585,0.0001443899,0.00020693333,0.000038352297],"domain_scores_gemma":[0.99942434,0.00020361165,0.00005185389,0.000094320494,0.00014415993,0.000081754886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015293894,0.001017725,0.0011827158,0.002566155,0.0013876435,0.0025991474,0.0014544284,0.001802136,0.0051718904],"category_scores_gemma":[0.002483356,0.00045310621,0.0012456801,0.0011069787,0.003563872,0.005733108,0.0030749342,0.0043232,0.0010293542],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042355086,0.000008194484,0.000036625657,0.000021790753,0.0000052157247,0.000021618558,0.00006840818,0.0005051018,0.00070382754,0.99274254,0.00077881827,0.0051035327],"study_design_scores_gemma":[0.000009620872,0.000027435715,0.000099931545,0.000013423714,0.0000056602225,0.000111734065,0.000029191327,0.011935366,0.00030950102,0.9721596,0.015284008,0.00001451195],"about_ca_topic_score_codex":0.00062565133,"about_ca_topic_score_gemma":0.0006849817,"teacher_disagreement_score":0.0051718904,"about_ca_system_score_codex":0.0009286043,"about_ca_system_score_gemma":0.0008099319,"threshold_uncertainty_score":0.017301738},"labels":[],"label_agreement":null},{"id":"W2166864180","doi":"10.1177/0021998312467385","title":"A novel system of parametric analytical modeling techniques for transversely loaded fibre reinforced polymer structural members of variable material properties and cross-sectional geometry","year":2012,"lang":"en","type":"article","venue":"Journal of Composite Materials","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Parametric statistics; Finite element method; Computer science; Software; Structural engineering; Fidelity; Materials science; Engineering; Mathematics","score_opus":0.024901283250380383,"score_gpt":0.24042703192542006,"score_spread":0.21552574867503968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2166864180","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0015771376,0.000029058085,0.9967219,0.000020561689,0.000011695513,0.000027066935,0.000023627414,0.00027547838,0.0013134124],"genre_scores_gemma":[0.09960353,0.00037960592,0.8905195,0.000045450233,0.00003512916,0.0005005227,0.0001347174,0.0002503781,0.008531275],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99965656,0.000070196766,0.000017775948,0.000060889502,0.00017062786,0.000023918052],"domain_scores_gemma":[0.999723,0.000096556985,0.00004643064,0.000058715097,0.00006525377,0.000009874818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070914073,0.0008961701,0.0006371205,0.0006560232,0.0005498569,0.00093164877,0.0013979545,0.0012430347,0.0038825583],"category_scores_gemma":[0.0011241469,0.0006575396,0.0012727972,0.0005514911,0.0004151812,0.000967986,0.0009086416,0.001247814,0.0015540725],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055569424,0.00011940716,0.000771911,0.00025628964,0.00007733954,0.00022947796,0.00033448188,0.70052344,0.05242417,0.061078317,0.0022313206,0.18189825],"study_design_scores_gemma":[0.000004103659,0.0000302857,0.00006955054,0.000012646685,0.000011084764,0.00009334704,0.000012236284,0.9864926,0.0039004611,0.001764942,0.0075978525,0.000010953805],"about_ca_topic_score_codex":0.0011542756,"about_ca_topic_score_gemma":0.0022047658,"teacher_disagreement_score":0.0038825583,"about_ca_system_score_codex":0.00039708722,"about_ca_system_score_gemma":0.0010048744,"threshold_uncertainty_score":0.012988448},"labels":[],"label_agreement":null},{"id":"W2172924633","doi":"10.1115/detc2008-49771","title":"Stiffness Analysis of a 2-DoF Planar Tensegrity Mechanism","year":2008,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"Royal Military College of Canada","funders":"","keywords":"Tensegrity; Stiffness; Direct stiffness method; Workspace; Mechanism (biology); Planar; Structural engineering; Stiffness matrix; Computer science; Engineering; Physics; Robot; Artificial intelligence","score_opus":0.01217649647846976,"score_gpt":0.19026866154625235,"score_spread":0.17809216506778258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2172924633","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0632118,0.0001623538,0.93120885,0.00003393961,0.000013571643,0.000030346826,0.00004903607,0.00015904817,0.005131042],"genre_scores_gemma":[0.8737399,0.0003913239,0.11612864,0.000021270424,0.00001396278,0.000094524075,0.0000797071,0.000042647574,0.009488046],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999025,0.00001570927,0.0000046351165,0.000016257922,0.000050801773,0.000010130941],"domain_scores_gemma":[0.99989533,0.000040875628,0.000021527047,0.000014006969,0.000022865212,0.0000052684463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022554726,0.00044405684,0.00029162128,0.0004885114,0.00017670353,0.00025840744,0.00043347178,0.0003709444,0.0033555068],"category_scores_gemma":[0.00047007864,0.0001648421,0.00045515166,0.00016464606,0.00028849227,0.00041929382,0.000394142,0.00022881843,0.00036554417],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015120037,0.000031620046,0.00092414336,0.00025278758,0.000051631134,0.00050960196,0.00027248194,0.66357315,0.20713209,0.046265043,0.00040229262,0.080433905],"study_design_scores_gemma":[0.00001807953,0.00016780345,0.001153925,0.00001852201,0.000017875032,0.0002896805,0.00007462548,0.97109705,0.016897349,0.0073168525,0.0029146413,0.0000335263],"about_ca_topic_score_codex":0.0004927231,"about_ca_topic_score_gemma":0.00045295616,"teacher_disagreement_score":0.0033555068,"about_ca_system_score_codex":0.00012293256,"about_ca_system_score_gemma":0.00029518135,"threshold_uncertainty_score":0.011225283},"labels":[],"label_agreement":null},{"id":"W2176833982","doi":"10.1007/978-1-4614-0222-0_34","title":"Finite Element Modal Analysis of an Inflatable, Self-rigidizing Toroidal Satellite Component","year":2011,"lang":"en","type":"book-chapter","venue":"Conference proceedings of the Society for Experimental Mechanics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Finite element method; Inflatable; Modal analysis; Modal; Structural engineering; Toroid; Torus; Hexagonal crystal system; Stiffness; Modal analysis using FEM; Geometry; Materials science; Modal testing; Physics; Engineering; Mathematics; Composite material","score_opus":0.020214549458886746,"score_gpt":0.22001014134655533,"score_spread":0.1997955918876686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2176833982","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44755873,0.0002764966,0.49322858,0.00038525488,0.000061576524,0.000060593607,0.00015858268,0.00046414204,0.057805978],"genre_scores_gemma":[0.96933436,0.00010886093,0.018360354,0.00003422653,0.000008927476,0.00003370361,0.0000827766,0.00006199084,0.011974876],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993217,0.000011016662,0.0000019794952,0.000009662136,0.000037339043,0.00000784939],"domain_scores_gemma":[0.9999163,0.000029713361,0.00001200107,0.000013899265,0.000022912669,0.000005106494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016753448,0.00029493042,0.00034402046,0.0002982853,0.0003170599,0.0005578442,0.0005164615,0.0006747893,0.0024427848],"category_scores_gemma":[0.0003191966,0.00021985504,0.00029986698,0.00025724375,0.00080783025,0.0003883359,0.00041484492,0.00032922393,0.0003896495],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014150323,0.00003328626,0.0006559449,0.00007783357,0.000018726574,0.00021795058,0.00028069547,0.9050164,0.046977922,0.02593255,0.0008214316,0.019825663],"study_design_scores_gemma":[0.000005212319,0.000035291618,0.00039502332,0.000006156801,0.000006518003,0.000051995823,0.000078496596,0.9932199,0.0034721086,0.0014646311,0.001257969,0.000006775027],"about_ca_topic_score_codex":0.0023130344,"about_ca_topic_score_gemma":0.0026324315,"teacher_disagreement_score":0.0024427848,"about_ca_system_score_codex":0.0003718609,"about_ca_system_score_gemma":0.00039952298,"threshold_uncertainty_score":0.008171916},"labels":[],"label_agreement":null},{"id":"W2177515002","doi":"10.1016/j.endm.2015.06.046","title":"Graph Cores via Universal Completability","year":2015,"lang":"en","type":"article","venue":"Electronic Notes in Discrete Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Mathematics; Combinatorics; Discrete mathematics; Complement graph; Null graph; Graph; Voltage graph; Line graph; Automorphism; Mathematical proof; Edge-transitive graph","score_opus":0.013383276210346405,"score_gpt":0.22487649541817703,"score_spread":0.21149321920783062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2177515002","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32767186,0.00077073765,0.46707124,0.003331338,0.00045003998,0.00025760083,0.0011263479,0.0021230516,0.19719775],"genre_scores_gemma":[0.94821364,0.00041504911,0.03070729,0.001000911,0.0003663251,0.00026934146,0.000723053,0.0005706601,0.017733756],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9987526,0.00023225276,0.000046205387,0.00041803226,0.00029692665,0.0002539833],"domain_scores_gemma":[0.9946091,0.0033872218,0.00041453997,0.0008047444,0.00040336596,0.00038104135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00090540247,0.001024042,0.001347554,0.0017347231,0.0017216252,0.002706417,0.00173211,0.0013056763,0.01872176],"category_scores_gemma":[0.006236281,0.0010253257,0.0016552551,0.0014339349,0.003438676,0.0066896025,0.004351779,0.0042542964,0.0012204807],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000066066685,0.00004282183,0.00020208753,0.00007914752,0.00001896778,0.0000766814,0.00015509328,0.0031518778,0.00073780783,0.98370403,0.0032215088,0.0085440045],"study_design_scores_gemma":[0.000020582904,0.000018477549,0.00014361955,0.000013547268,0.000014010696,0.00007868149,0.00003952752,0.01046487,0.00053662184,0.9876056,0.0010560359,0.000008550611],"about_ca_topic_score_codex":0.00081946264,"about_ca_topic_score_gemma":0.0015236652,"teacher_disagreement_score":0.01872176,"about_ca_system_score_codex":0.0010926854,"about_ca_system_score_gemma":0.00072446425,"threshold_uncertainty_score":0.062630534},"labels":[],"label_agreement":null},{"id":"W2184186401","doi":"10.11113/aej.v3.15396","title":"STRENGTHENING OF STEEL AND CONCRETE COMPOSITE TRUSSES BY UNBONDED EXTERNAL PRESTRESSING","year":2012,"lang":"en","type":"article","venue":"ASEAN Engineering Journal","topic":"Structural Analysis and Optimization","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 New Brunswick","funders":"","keywords":"Truss; Composite number; Structural engineering; Materials science; Composite material; Engineering","score_opus":0.004400284405158564,"score_gpt":0.1838797352412839,"score_spread":0.17947945083612532,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2184186401","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7171229,0.0007274581,0.27758318,0.00004003413,0.000049218408,0.00011166342,0.00002943936,0.0003644424,0.0039715823],"genre_scores_gemma":[0.9003208,0.00023493537,0.09611786,0.00002561542,0.0000102256345,0.00002615459,0.000046617683,0.000043396052,0.003174386],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997453,0.000033129814,0.000013717482,0.00004559983,0.00013658668,0.000025671123],"domain_scores_gemma":[0.9997409,0.000036297683,0.00006718955,0.000049726073,0.0000772494,0.00002868378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002625598,0.0003991714,0.00026979047,0.00035120416,0.0001881426,0.000111089066,0.00051957445,0.0002087672,0.0011154435],"category_scores_gemma":[0.0003563557,0.00023929821,0.0002381849,0.000152629,0.00037131552,0.00036941475,0.0004573022,0.00040470518,0.00029772473],"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":[0.00008191978,0.0000441342,0.0005730008,0.00016573997,0.00001541632,0.000103201,0.000084579944,0.0049326066,0.9607355,0.00063067494,0.00006543778,0.032567836],"study_design_scores_gemma":[0.000018269584,0.0008392912,0.004138664,0.000019864154,0.000029751227,0.00041902473,0.00004504214,0.024280576,0.96699864,0.00022180416,0.0029670275,0.000022028164],"about_ca_topic_score_codex":0.00039469523,"about_ca_topic_score_gemma":0.0020947075,"teacher_disagreement_score":0.0011154435,"about_ca_system_score_codex":0.000118279,"about_ca_system_score_gemma":0.0002536357,"threshold_uncertainty_score":0.0037315488},"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":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012677938,0.00017399246,0.9856495,0.000031729654,0.000011830538,0.00001233153,0.000011641515,0.000034115368,0.0013969338],"genre_scores_gemma":[0.4767086,0.001265007,0.51638997,0.00007009927,0.000039971535,0.00014947167,0.00008003786,0.00006901109,0.0052279145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998419,0.000041064657,0.0000071646487,0.000021202317,0.00007579703,0.0000128348],"domain_scores_gemma":[0.9998379,0.00008723867,0.000024058978,0.000017797187,0.000025530031,0.000007424959],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038863087,0.0006348233,0.00038967573,0.00060989236,0.00018521746,0.00036767963,0.00061409024,0.00054300885,0.0014482589],"category_scores_gemma":[0.00048687015,0.0002655114,0.00041245963,0.00035604977,0.0006302134,0.00050751027,0.00053210557,0.0006202207,0.00038535026],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007565009,0.00008727191,0.0011870831,0.00035033934,0.000041380157,0.000286212,0.00034622833,0.61636627,0.19008723,0.08347337,0.0004476579,0.10725133],"study_design_scores_gemma":[0.0000027755339,0.000058983325,0.0002746342,0.000018874602,0.0000056090325,0.00007489073,0.000021669452,0.9889247,0.0055563757,0.0036550348,0.0013972876,0.00000921072],"about_ca_topic_score_codex":0.0005321362,"about_ca_topic_score_gemma":0.00054231053,"teacher_disagreement_score":0.0014482589,"about_ca_system_score_codex":0.00023058892,"about_ca_system_score_gemma":0.00024463178,"threshold_uncertainty_score":0.0048449636},"labels":[],"label_agreement":null},{"id":"W2245419883","doi":"10.1103/physreve.91.022713","title":"Line tension of multicomponent bilayer membranes","year":2015,"lang":"en","type":"article","venue":"Physical Review E","topic":"Structural 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":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Component (thermodynamics); Membrane; Bilayer; Tension (geology); Materials science; Line (geometry); Chemistry; Composite material; Physics; Thermodynamics; Mathematics; Geometry; Biochemistry; Compression (physics)","score_opus":0.03458993840452465,"score_gpt":0.28261923282097,"score_spread":0.24802929441644536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2245419883","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98739296,0.00030265233,0.010457336,0.000062747415,0.00000647985,0.0000075645075,0.00006042411,0.000048845188,0.0016609407],"genre_scores_gemma":[0.99667126,0.00019031372,0.002509408,0.000009733673,0.000003401297,0.000010709001,0.000080389626,0.000009439743,0.00051540084],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999186,0.000011461786,0.0000041625813,0.000019014742,0.000030050178,0.000016739534],"domain_scores_gemma":[0.99986184,0.00006843519,0.000030665127,0.0000086328655,0.00001925947,0.000011177461],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012353527,0.00026137265,0.00021022458,0.00061097735,0.00020374493,0.00035274198,0.00028374887,0.00041315754,0.0008113551],"category_scores_gemma":[0.00040442598,0.00015220752,0.00017899895,0.0002603368,0.0003183997,0.00060374016,0.00030987372,0.0004344114,0.0001052814],"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":[0.00018534494,0.00009436154,0.001277884,0.000092927214,0.000021903996,0.00029650054,0.00008956091,0.06705174,0.9144205,0.008573762,0.00013447943,0.007761132],"study_design_scores_gemma":[0.000028668812,0.000092742484,0.0023525266,0.000014304642,0.00000693725,0.00014308195,0.000048342714,0.7334081,0.25813872,0.005203385,0.0005340414,0.000029182967],"about_ca_topic_score_codex":0.00040194936,"about_ca_topic_score_gemma":0.00027357688,"teacher_disagreement_score":0.0008113551,"about_ca_system_score_codex":0.00033954304,"about_ca_system_score_gemma":0.00011542112,"threshold_uncertainty_score":0.0027142763},"labels":[],"label_agreement":null},{"id":"W2270090518","doi":"10.1089/soro.2015.0012","title":"Goal-Directed CPG-Based Control for Tensegrity Spines with Many Degrees of Freedom Traversing Irregular Terrain","year":2015,"lang":"en","type":"article","venue":"Soft Robotics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"National Aeronautics and Space Administration","keywords":"Tensegrity; Central pattern generator; Traverse; Computer science; Robot; Terrain; Controller (irrigation); Process (computing); Control engineering; Artificial intelligence; Engineering; Biology","score_opus":0.013051782007693089,"score_gpt":0.20580392887491963,"score_spread":0.19275214686722655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2270090518","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38146186,0.00007204062,0.6123293,0.0001471293,0.000038516166,0.000056829853,0.00003480691,0.00046208297,0.005397426],"genre_scores_gemma":[0.97507477,0.00002454288,0.02358025,0.000026130543,0.0000029754135,0.000038201004,0.000017641616,0.000009861935,0.001225619],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999567,0.000006327995,0.0000024304259,0.000010953938,0.000015421092,0.000008239672],"domain_scores_gemma":[0.99981886,0.000049350103,0.000040480896,0.000019630339,0.000045530225,0.000026167883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016311406,0.0001612371,0.00014798854,0.00013492264,0.00013740506,0.00016648188,0.00042053612,0.0001705004,0.0008729085],"category_scores_gemma":[0.00040483562,0.00009315277,0.00012506125,0.00007683254,0.00038284317,0.00014175657,0.00038462173,0.00027588106,0.00008539958],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008872978,0.00007686997,0.0012865583,0.00008676285,0.00003823845,0.00014385421,0.000110125846,0.84106606,0.1044256,0.008960676,0.00050895574,0.04320756],"study_design_scores_gemma":[0.000013957163,0.000092175804,0.00037153054,0.0000041281064,0.0000056624626,0.000016077762,0.000009717983,0.9937844,0.0036557014,0.0015999802,0.0004422279,0.000004430997],"about_ca_topic_score_codex":0.0015460683,"about_ca_topic_score_gemma":0.0025604775,"teacher_disagreement_score":0.0015460683,"about_ca_system_score_codex":0.00017908585,"about_ca_system_score_gemma":0.00035977384,"threshold_uncertainty_score":0.0030741692},"labels":[],"label_agreement":null},{"id":"W2292318007","doi":"10.1159/000422957","title":"Ultrastructural Architecture of Basement Membranes","year":2015,"lang":"en","type":"review","venue":"Contributions to nephrology","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Medicine; Ultrastructure; Basement membrane; Membrane; Basement; Pathology; Cell biology; Biochemistry; Biology; Archaeology","score_opus":0.014464204515656628,"score_gpt":0.29347529657821253,"score_spread":0.2790110920625559,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2292318007","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0007566321,0.9955303,0.0016506785,0.0003284803,0.0001566338,0.000003984483,0.000033538014,0.000017628985,0.0015221802],"genre_scores_gemma":[0.00476535,0.9928585,0.0010664562,0.00008951338,0.00018139386,0.000003956131,0.000049412345,0.0000033976917,0.0009820167],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99985445,0.000019195204,0.000016112854,0.000034988236,0.00005730356,0.000017979799],"domain_scores_gemma":[0.99984074,0.000051248542,0.00003407923,0.000010826159,0.000045696168,0.000017440265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042704443,0.0007491101,0.0010215747,0.0015326805,0.000286917,0.0012991311,0.0007687408,0.0009214595,0.0014639705],"category_scores_gemma":[0.0005647436,0.00041266295,0.00033870904,0.0014938825,0.0009287569,0.0014259225,0.0009483795,0.0011302975,0.0008341808],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007753493,0.00004274615,0.0004367319,0.016641622,0.00010068792,0.0002962234,0.000109299035,0.0030397566,0.017296707,0.030155111,0.017223176,0.91458046],"study_design_scores_gemma":[0.00001132421,0.000068675545,0.0018664682,0.003046519,0.0001667539,0.0016550712,0.00011353543,0.0014693115,0.010444219,0.021344338,0.9597532,0.000060570073],"about_ca_topic_score_codex":0.0011829158,"about_ca_topic_score_gemma":0.0014348802,"teacher_disagreement_score":0.0015326805,"about_ca_system_score_codex":0.00075371115,"about_ca_system_score_gemma":0.001065401,"threshold_uncertainty_score":0.005468607},"labels":[],"label_agreement":null},{"id":"W2294788757","doi":"10.4271/2016-01-1391","title":"Light Weight Structure Development Using Non Linear Load Cases For Suspension Components (Cradle)","year":2016,"lang":"en","type":"article","venue":"SAE technical papers on CD-ROM/SAE technical paper series","topic":"Structural Analysis and Optimization","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":"Chrysler (Canada)","funders":"U.S. Department of Energy","keywords":"Suspension (topology); Suspension culture; Computer science; Materials science; Mathematics; Pure mathematics; Biology","score_opus":0.015253681546648861,"score_gpt":0.2332537011994927,"score_spread":0.21800001965284385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2294788757","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34502256,0.0003679609,0.57120603,0.00015942077,0.00006141145,0.00033534758,0.00024469802,0.0017533636,0.08084923],"genre_scores_gemma":[0.8047948,0.0001866096,0.1751372,0.000032137414,0.000010180812,0.00013703131,0.00024900734,0.00025330883,0.019199701],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997327,0.000028081742,0.000008358014,0.000026365062,0.00018016253,0.000024296927],"domain_scores_gemma":[0.999793,0.00005447944,0.000040216884,0.000042553926,0.000060343627,0.000009521452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028481975,0.00048819606,0.00025803986,0.0005971165,0.00024074614,0.00064350554,0.0007178861,0.00037864925,0.0083869025],"category_scores_gemma":[0.00049912336,0.0003089628,0.00056027353,0.00025700842,0.00029282263,0.0004643894,0.0005005417,0.00033499257,0.0013603702],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021766902,0.00034235034,0.002494718,0.00059764297,0.00004031792,0.00042943525,0.0002463375,0.4484059,0.33662152,0.019911451,0.002926114,0.18776658],"study_design_scores_gemma":[0.00007013798,0.0011536058,0.003099718,0.000053866024,0.000044830296,0.0003039722,0.000115004295,0.7994565,0.17362916,0.0039224597,0.01811489,0.000035944395],"about_ca_topic_score_codex":0.0012787569,"about_ca_topic_score_gemma":0.0031474526,"teacher_disagreement_score":0.0083869025,"about_ca_system_score_codex":0.00038482272,"about_ca_system_score_gemma":0.0003764925,"threshold_uncertainty_score":0.02805698},"labels":[],"label_agreement":null},{"id":"W2312504274","doi":"10.3166/rcma.20.2233-258","title":"Substitution des assemblages soudés par des assemblages collés. Pièces de grandes dimensions pour paquebots","year":2010,"lang":"fr","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geography","score_opus":0.03497943535680495,"score_gpt":0.2716787968036035,"score_spread":0.23669936144679857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312504274","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47309074,0.0027434796,0.4752208,0.0008058291,0.00062182447,0.00015849379,0.00026083193,0.00073123805,0.04636674],"genre_scores_gemma":[0.76322865,0.0015544497,0.17229706,0.00018006765,0.00014530322,0.00031816418,0.00032387025,0.0003304622,0.06162194],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990526,0.00018036323,0.00002867989,0.0002554288,0.00034502972,0.00013786803],"domain_scores_gemma":[0.99905616,0.00041704104,0.00007919487,0.00015252289,0.00014979423,0.00014523264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071063585,0.0010727313,0.0012159906,0.0016596643,0.0028081094,0.003364164,0.0008932452,0.002077062,0.010882446],"category_scores_gemma":[0.0027281812,0.0009999817,0.0013720518,0.0008809,0.0029184588,0.002229904,0.0016947824,0.0029726857,0.003086235],"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":[0.0010107355,0.0004021899,0.0047599967,0.0006962877,0.00020227814,0.0016021241,0.0031344707,0.10121841,0.33103567,0.38381207,0.005343628,0.16678217],"study_design_scores_gemma":[0.00044317704,0.0014143577,0.015415312,0.00035847665,0.00021294884,0.0045313295,0.005186725,0.4023317,0.1748125,0.19698572,0.1979869,0.00032086266],"about_ca_topic_score_codex":0.00560347,"about_ca_topic_score_gemma":0.008277064,"teacher_disagreement_score":0.010882446,"about_ca_system_score_codex":0.0010662072,"about_ca_system_score_gemma":0.00082667544,"threshold_uncertainty_score":0.036405385},"labels":[],"label_agreement":null},{"id":"W2313181756","doi":"10.2514/6.2011-6399","title":"Active Flatness Fuzzy Logic Control of Space Membrane Structure","year":2011,"lang":"en","type":"article","venue":"AIAA Guidance, Navigation, and Control Conference","topic":"Structural Analysis and Optimization","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":"York University","funders":"","keywords":"Flatness (cosmology); Control theory (sociology); Fuzzy logic; Computer science; Fuzzy control system; Control engineering; Mathematics; Control (management); Artificial intelligence; Engineering; Physics","score_opus":0.009791814350438651,"score_gpt":0.19494793366189078,"score_spread":0.18515611931145212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313181756","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4848188,0.00020749045,0.50652826,0.00011031027,0.00008053019,0.00005851532,0.000032419346,0.0004308097,0.00773293],"genre_scores_gemma":[0.99261945,0.000022088801,0.0064227027,0.000011930467,0.000003485403,0.0000129870705,0.0000070729575,0.0000027547524,0.00089753023],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987674,0.000017374023,0.0000049596297,0.000030832936,0.000045603305,0.000024387815],"domain_scores_gemma":[0.9998338,0.00004256163,0.000038648097,0.000012974587,0.000059048667,0.000012942727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023451766,0.0003161598,0.00017127927,0.0001439474,0.000231718,0.00037388454,0.00039672133,0.00025005202,0.0009769083],"category_scores_gemma":[0.00034205662,0.00010834784,0.00018694576,0.00008647507,0.00031121934,0.00020318932,0.0001926139,0.00024223076,0.00011343474],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00068006536,0.0001948959,0.0007730831,0.00018832074,0.000045621804,0.00028444143,0.00024067234,0.5738981,0.3113928,0.006683542,0.00057803706,0.10504047],"study_design_scores_gemma":[0.000039727416,0.00040452788,0.0007064444,0.0000066647012,0.000012359802,0.000024980967,0.000024593579,0.9769046,0.020434726,0.0008256706,0.0006066484,0.0000092054925],"about_ca_topic_score_codex":0.003296736,"about_ca_topic_score_gemma":0.0030932084,"teacher_disagreement_score":0.003296736,"about_ca_system_score_codex":0.0003470931,"about_ca_system_score_gemma":0.0002565166,"threshold_uncertainty_score":0.0065550804},"labels":[],"label_agreement":null},{"id":"W2315121864","doi":"10.2514/6.2012-1914","title":"Finite Element Analysis of a Wrinkled Rectangular Membrane with Elliptical Boundary Cuts","year":2012,"lang":"en","type":"article","venue":"","topic":"Structural 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":"York University","funders":"Canadian Space Agency","keywords":"Finite element method; Tension (geology); Materials science; Boundary value problem; Structural engineering; Boundary (topology); Thermal; Mechanics; Reduction (mathematics); Thermal expansion; Composite material; Geometry; Engineering; Mathematics; Physics; Thermodynamics; Mathematical analysis; Compression (physics)","score_opus":0.006051828303432621,"score_gpt":0.19791188354247335,"score_spread":0.19186005523904073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2315121864","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.780051,0.00014247413,0.2112418,0.00016252245,0.00002933664,0.0000571631,0.00028979505,0.000352606,0.007673325],"genre_scores_gemma":[0.9507941,0.00009686594,0.04539338,0.000019278048,0.000003853011,0.00007325456,0.00016670283,0.00005524721,0.0033973986],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999795,0.00003712675,0.000010172505,0.000029906356,0.000092721275,0.000035049507],"domain_scores_gemma":[0.9996381,0.00017244443,0.00005085319,0.000047953912,0.00007404855,0.000016628945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038480273,0.0003399834,0.00048578077,0.00032934104,0.0003136269,0.00046338476,0.0005496688,0.00097552006,0.001924623],"category_scores_gemma":[0.0008961585,0.0002860236,0.00041510322,0.00025962666,0.00058490876,0.00033038194,0.000307204,0.0003433085,0.000382328],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010408948,0.000045620098,0.0011110186,0.00008837481,0.000017997496,0.00018161873,0.00014609865,0.9063466,0.08367097,0.0019673489,0.00013747282,0.006182739],"study_design_scores_gemma":[0.000009586844,0.000062097184,0.0009149409,0.0000100455845,0.000006964374,0.000039421036,0.0000661992,0.9816854,0.016073471,0.0002762441,0.0008456859,0.000009960148],"about_ca_topic_score_codex":0.0027819357,"about_ca_topic_score_gemma":0.002186654,"teacher_disagreement_score":0.0027819357,"about_ca_system_score_codex":0.00036178128,"about_ca_system_score_gemma":0.00063458795,"threshold_uncertainty_score":0.0064385533},"labels":[],"label_agreement":null},{"id":"W2315615720","doi":"10.2514/6.2008-2208","title":"Testing of a Deployable SAR Membrane Antenna Mechanical Prototype","year":2008,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":true,"ca_institutions":"Royal Military College of Canada; Canadian Space Agency","funders":"","keywords":"Computer science; Antenna (radio); Telecommunications","score_opus":0.020215472945367297,"score_gpt":0.2012167189636035,"score_spread":0.1810012460182362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2315615720","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9550868,0.00009105447,0.03627707,0.00025205335,0.00012791397,0.00022070105,0.000265835,0.0005842357,0.0070944615],"genre_scores_gemma":[0.9782096,0.00008152273,0.01692312,0.000055015204,0.000012998498,0.000078300494,0.0002193273,0.000051752973,0.004368376],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993019,0.00010029039,0.000034545745,0.000066286826,0.0003907182,0.00010624757],"domain_scores_gemma":[0.99914634,0.0001543858,0.000077591125,0.00022329255,0.00028795435,0.00011039823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000586948,0.00048265603,0.00038198664,0.0002779231,0.0002991591,0.00035574302,0.000938606,0.0008254691,0.0024163774],"category_scores_gemma":[0.0013978081,0.00019915671,0.00033372993,0.00024421883,0.0003867071,0.00045845294,0.00040988717,0.00047209015,0.0008337867],"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":[0.0004640871,0.00015207348,0.0027441222,0.00027471845,0.000044545493,0.00089058286,0.00044143046,0.01665745,0.9314517,0.0015127943,0.0014611646,0.043905336],"study_design_scores_gemma":[0.00031968945,0.016820263,0.021387927,0.00006249598,0.0001074163,0.0016044526,0.0011759534,0.057031643,0.858085,0.0005438199,0.04273926,0.00012219792],"about_ca_topic_score_codex":0.0008211327,"about_ca_topic_score_gemma":0.0007515365,"teacher_disagreement_score":0.0024163774,"about_ca_system_score_codex":0.0003741254,"about_ca_system_score_gemma":0.00031375792,"threshold_uncertainty_score":0.008083582},"labels":[],"label_agreement":null},{"id":"W2316027122","doi":"10.1061/41171(401)67","title":"Modular Construction of Steel Plate Shear Walls for Low and Moderate Seismic Regions","year":2011,"lang":"en","type":"article","venue":"Structures Congress 2011","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Killam Trusts","keywords":"Constructability; Modular design; Structural engineering; Welding; Modular construction; Ductility (Earth science); Finite element method; Engineering; Seismic loading; Fabrication; Shear wall; Shear (geology); Seismic analysis; Construction engineering; Civil engineering; Computer science; Mechanical engineering; Geology; Materials science; Composite material","score_opus":0.014946327265230396,"score_gpt":0.19934164406495353,"score_spread":0.18439531679972312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316027122","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5482808,0.00025148914,0.43625835,0.00007581362,0.000053598083,0.000113246504,0.00026177545,0.00040367525,0.014301117],"genre_scores_gemma":[0.9031189,0.0001976351,0.093610644,0.00001230588,0.0000119020315,0.00007505419,0.00013711552,0.000047272337,0.0027891118],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999039,0.000018595618,0.0000054795087,0.00001467411,0.00003331819,0.000023983182],"domain_scores_gemma":[0.9997273,0.00006033379,0.00009905764,0.000050219696,0.000028852775,0.000034234057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031755722,0.00070277427,0.0002608613,0.0004321758,0.00019075951,0.00038886658,0.0004343944,0.0004414854,0.0029259985],"category_scores_gemma":[0.00046273656,0.00027053436,0.0006412984,0.00023284751,0.00044865097,0.00031111197,0.0005130458,0.00030270606,0.00060259557],"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":[0.00027466108,0.00014072869,0.006562848,0.0003311797,0.00005056135,0.00080113206,0.00015718282,0.7166057,0.16243719,0.023138447,0.0012836189,0.08821672],"study_design_scores_gemma":[0.00015002198,0.0028962188,0.025420124,0.00020650991,0.00020551404,0.0020455348,0.0002718781,0.76636386,0.15817958,0.015573296,0.028535387,0.00015214269],"about_ca_topic_score_codex":0.0002490831,"about_ca_topic_score_gemma":0.00076961337,"teacher_disagreement_score":0.0029259985,"about_ca_system_score_codex":0.00017185185,"about_ca_system_score_gemma":0.00035175116,"threshold_uncertainty_score":0.009788394},"labels":[],"label_agreement":null},{"id":"W2318627169","doi":"10.2514/6.2007-2181","title":"Effects of Low-Earth Orbit Space Environment on Structural Mechanics of a Deployable Membrane Space Antenna","year":2007,"lang":"en","type":"article","venue":"48th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Space (punctuation); Aerospace engineering; Low earth orbit; Orbit (dynamics); Earth's orbit; Geocentric orbit; Earth (classical element); Astrobiology; Space technology; Antenna (radio); Computer science; Physics; Satellite; Engineering; Astronomy; Spacecraft; Telecommunications","score_opus":0.00354666496178739,"score_gpt":0.1803739868580781,"score_spread":0.17682732189629072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2318627169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964405,0.000024843272,0.0013076058,0.000053660497,0.0000051222614,0.0000017041335,0.000016642534,0.000017610102,0.0021324246],"genre_scores_gemma":[0.99958867,0.000016183174,0.00008355562,0.000004517362,0.0000013466271,7.7367605e-7,0.000006163647,0.0000042207957,0.00029461045],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993825,0.000013825759,0.0000014971289,0.000009664997,0.000015864529,0.000020889896],"domain_scores_gemma":[0.9998166,0.00008665002,0.000025788971,0.0000150337255,0.000028413113,0.00002766539],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011635356,0.00019696084,0.00024868516,0.00018128737,0.00041586783,0.00041979132,0.00021976954,0.0004686523,0.0017790588],"category_scores_gemma":[0.00054601877,0.00013268871,0.00015507314,0.00016598433,0.00047957004,0.0003461094,0.0003776201,0.000266244,0.0002740068],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010210201,0.00019437808,0.016745146,0.000051172374,0.000040620984,0.0013519818,0.0003773839,0.6829635,0.2817468,0.0040662806,0.0003961816,0.011045553],"study_design_scores_gemma":[0.00007234692,0.00082166516,0.054492153,0.000009145171,0.000063571424,0.00045603642,0.00075316575,0.8820804,0.058868162,0.0014441089,0.00087857724,0.000060801718],"about_ca_topic_score_codex":0.0013437804,"about_ca_topic_score_gemma":0.0011414438,"teacher_disagreement_score":0.0017790588,"about_ca_system_score_codex":0.00025053573,"about_ca_system_score_gemma":0.00019290097,"threshold_uncertainty_score":0.005951524},"labels":[],"label_agreement":null},{"id":"W2318926968","doi":"10.2514/6.2008-2266","title":"Structural Dynamic Effects of Cables on a Sparse Aperture Deployable Optical Telescope","year":2008,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Standards Association","funders":"Air Force Research Laboratory; Air Force Office of Scientific Research","keywords":"Telescope; Aperture (computer memory); Computer science; Remote sensing; Optics; Physics; Geology; Acoustics","score_opus":0.005008053225033683,"score_gpt":0.18253170425357756,"score_spread":0.1775236510285439,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2318926968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99627316,0.000013450468,0.0028896143,0.000016677934,0.000002366422,0.0000032415965,0.000020733549,0.000043422162,0.00073729194],"genre_scores_gemma":[0.9992567,0.000014663744,0.0004011413,0.000002893113,8.051572e-7,0.000001622877,0.000015524956,0.0000047387875,0.0003018676],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998323,0.000047799476,0.000006539308,0.000020334102,0.00006427462,0.000028720839],"domain_scores_gemma":[0.99945074,0.0002789375,0.00011053133,0.00004876334,0.0000760669,0.0000349639],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022781207,0.0003236768,0.00016844897,0.00024211232,0.0002826664,0.00020718695,0.00019734602,0.00026352736,0.0016997367],"category_scores_gemma":[0.0010026437,0.00014065034,0.00015579238,0.0001349018,0.0003757877,0.00037286867,0.0002996126,0.00023387877,0.00013368872],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012746544,0.00014953419,0.015063502,0.00014302356,0.000040921645,0.00080560823,0.0003851656,0.55895936,0.39586678,0.0010839951,0.00025757428,0.02596998],"study_design_scores_gemma":[0.000102961014,0.005794475,0.03636994,0.000031256728,0.00007888944,0.00043966516,0.00053062226,0.7380924,0.2161856,0.0006306868,0.0016950343,0.000048394475],"about_ca_topic_score_codex":0.0025420783,"about_ca_topic_score_gemma":0.0032938123,"teacher_disagreement_score":0.0025420783,"about_ca_system_score_codex":0.00035687262,"about_ca_system_score_gemma":0.00015359139,"threshold_uncertainty_score":0.0056862235},"labels":[],"label_agreement":null},{"id":"W2320406197","doi":"10.1515/secm-2014-0258","title":"The effect of the percentage of steered plies on the bending-induced buckling performance of a variable stiffness composite cylinder","year":2015,"lang":"en","type":"article","venue":"Science and Engineering of Composite Materials","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Buckling; Materials science; Composite number; Bending stiffness; Stiffness; Bending; Structural engineering; Composite material; Finite element method; Fiber; Cylinder; Specific modulus; Mechanical engineering; Engineering","score_opus":0.008205497037161677,"score_gpt":0.1982756648530844,"score_spread":0.19007016781592273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320406197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99808574,0.00016917268,0.0011665636,0.00000657759,0.0000046078703,0.0000024532476,0.000029408375,0.000024683532,0.0005107379],"genre_scores_gemma":[0.9992799,0.00004715098,0.00046574685,0.0000020912796,8.1099586e-7,0.0000018020137,0.00001565268,0.0000049562063,0.00018192535],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997836,0.000034545592,0.00001756351,0.000032104304,0.00008389989,0.000048372192],"domain_scores_gemma":[0.99915314,0.00032619797,0.00021574213,0.000059681835,0.00018122094,0.000064101485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034748923,0.00032608554,0.00023145236,0.0003715588,0.00020101317,0.0002753513,0.00020157859,0.0002557827,0.0008466084],"category_scores_gemma":[0.00071447215,0.00016073162,0.0001716383,0.00026528165,0.0002287565,0.00021534083,0.00017845412,0.00019186163,0.00016765163],"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":[0.0008458826,0.000051640254,0.0016418769,0.000120197445,0.00002330914,0.00010920008,0.000075123804,0.023299627,0.9674132,0.000090606234,0.000058139318,0.006271124],"study_design_scores_gemma":[0.00001039465,0.0012356804,0.01015818,0.000017137294,0.000038809558,0.00006068448,0.00008129577,0.032912023,0.95495605,0.000026973452,0.0004836477,0.00001910963],"about_ca_topic_score_codex":0.0007658584,"about_ca_topic_score_gemma":0.0014033836,"teacher_disagreement_score":0.0008466084,"about_ca_system_score_codex":0.00013809506,"about_ca_system_score_gemma":0.00013039562,"threshold_uncertainty_score":0.0028321147},"labels":[],"label_agreement":null},{"id":"W2320974596","doi":"10.1007/978-3-319-17843-1_1","title":"Loads and Codes","year":2015,"lang":"en","type":"book-chapter","venue":"Bridges","topic":"Structural Analysis and Optimization","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 Manitoba","funders":"","keywords":"Computer science","score_opus":0.018900422048830526,"score_gpt":0.20151539086522033,"score_spread":0.1826149688163898,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2320974596","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000672904,0.0043318835,0.036437545,0.001322319,0.0015578489,0.00004042564,0.0003804496,0.0006179628,0.9546387],"genre_scores_gemma":[0.007705559,0.0036618616,0.007842355,0.00037117547,0.00044681324,0.00007611245,0.00046952398,0.00045997996,0.9789666],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994591,0.000057117693,0.000019314291,0.00006787967,0.00036057207,0.000036028898],"domain_scores_gemma":[0.9997942,0.000038290487,0.000008552527,0.000055796663,0.000087701315,0.000015463882],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031079742,0.0011992205,0.00066367455,0.0017679,0.0011130839,0.0021124824,0.00107979,0.0011827372,0.13622767],"category_scores_gemma":[0.0012885266,0.00044732462,0.00035590926,0.0016949929,0.0013916761,0.0026978015,0.0016447463,0.0018579689,0.06225382],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014305637,0.000031383188,0.00006157566,0.00012598744,0.000004374534,0.000021727908,0.00019764676,0.0029893436,0.0009027384,0.41591924,0.26685637,0.31287524],"study_design_scores_gemma":[0.0000024459341,0.000007154809,0.0000851312,0.00011050563,0.000001937916,0.000030478732,0.00004238051,0.0015748456,0.00036794622,0.0758108,0.9219595,0.0000067384053],"about_ca_topic_score_codex":0.0035387587,"about_ca_topic_score_gemma":0.007080434,"teacher_disagreement_score":0.13622767,"about_ca_system_score_codex":0.0013688868,"about_ca_system_score_gemma":0.0013215271,"threshold_uncertainty_score":0.45572692},"labels":[],"label_agreement":null},{"id":"W2321046866","doi":"10.1061/41016(314)108","title":"Seismic Loading Behavior of Thin Steel Plate Walls","year":2008,"lang":"en","type":"article","venue":"Structures Congress 2008","topic":"Structural Analysis and Optimization","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":"Teck (Canada); University of British Columbia Hospital","funders":"","keywords":"Orthotropic material; Bracing; Structural engineering; Infill; Buckling; Steel plate shear wall; Finite element method; Shear wall; Yield (engineering); Materials science; Shear (geology); Engineering; Composite material","score_opus":0.011872367030801557,"score_gpt":0.21650339729195206,"score_spread":0.2046310302611505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2321046866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969715,0.000023156843,0.0012148528,0.000008406977,0.0000019612526,0.0000037229286,0.000038651004,0.000036025704,0.0017016525],"genre_scores_gemma":[0.9989791,0.000029180048,0.00036751904,0.0000030840254,7.4328125e-7,0.0000031761078,0.00005535373,0.000005032817,0.00055683166],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992263,0.000010595156,0.0000033602928,0.000007819877,0.000038535076,0.00001712435],"domain_scores_gemma":[0.9998319,0.000036385005,0.000053738127,0.000020510939,0.00003448163,0.000022991304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011446788,0.00031489573,0.00021377216,0.00039078805,0.00018780494,0.00030329247,0.00022279436,0.00023575203,0.001229574],"category_scores_gemma":[0.0003765535,0.00028053173,0.0001123985,0.0001584888,0.00055918755,0.00016695322,0.00022202249,0.00016464402,0.00034716242],"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":[0.00037573575,0.00007995535,0.012557229,0.00008375973,0.000027899934,0.0010346996,0.00025912662,0.3294942,0.642321,0.0015590278,0.00035574246,0.01185172],"study_design_scores_gemma":[0.000030813142,0.00062083895,0.05347731,0.000037156973,0.000024242367,0.00029123665,0.00041229633,0.72812027,0.21518005,0.0008806487,0.0008757108,0.000049478007],"about_ca_topic_score_codex":0.0027462977,"about_ca_topic_score_gemma":0.003411519,"teacher_disagreement_score":0.0027462977,"about_ca_system_score_codex":0.00024827482,"about_ca_system_score_gemma":0.00023334556,"threshold_uncertainty_score":0.00546062},"labels":[],"label_agreement":null},{"id":"W2323185625","doi":"10.1115/imece2005-79190","title":"Strain-Based Shape Estimation for Annular Plates","year":2005,"lang":"en","type":"article","venue":"Applied Mechanics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency; Université du Québec","funders":"","keywords":"Finite element method; Smoothing; Strain gauge; Displacement field; Geometry; Deflection (physics); Computer science; Structural engineering; Mathematics; Optics; Engineering; Computer vision; Physics","score_opus":0.006898324666448457,"score_gpt":0.19567971527998962,"score_spread":0.18878139061354116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323185625","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.107447855,0.00012066638,0.8910137,0.000043813638,0.000014801784,0.000019274408,0.000024129433,0.00030730598,0.0010084597],"genre_scores_gemma":[0.84534425,0.000109286164,0.15332203,0.000021765665,0.000011959369,0.000025613957,0.00008035265,0.00003559559,0.0010490946],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997774,0.000037380327,0.000010132513,0.000043987784,0.00011864158,0.000012488857],"domain_scores_gemma":[0.9993131,0.0002474897,0.000125731,0.00008908507,0.0002028769,0.000021708289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034561395,0.00041089026,0.0002782033,0.00061967946,0.0001434124,0.00036999857,0.0004022658,0.00036293367,0.00043715647],"category_scores_gemma":[0.0016942887,0.00024126706,0.00022530848,0.00028147615,0.00036381112,0.00053574145,0.00028958824,0.00027049694,0.00022461073],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034527876,0.00007154993,0.0049427194,0.00009519256,0.000027302613,0.00015489978,0.00015506828,0.47406325,0.18329571,0.0036209845,0.00043753724,0.33279043],"study_design_scores_gemma":[0.0000036678375,0.000028744073,0.0012419992,0.0000032827652,0.0000025989,0.000048335853,0.000012933179,0.9741771,0.023810644,0.00043349573,0.0002242703,0.0000128118545],"about_ca_topic_score_codex":0.0010371355,"about_ca_topic_score_gemma":0.0009736983,"teacher_disagreement_score":0.0010371355,"about_ca_system_score_codex":0.00027040928,"about_ca_system_score_gemma":0.00025031535,"threshold_uncertainty_score":0.002062142},"labels":[],"label_agreement":null},{"id":"W2325448140","doi":"10.2514/6.2008-2214","title":"Long-Term Structural Variation of Deployable Membrane Space Antennae","year":2008,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Variation (astronomy); Term (time); Space (punctuation); Computer science; Physics","score_opus":0.008248585386284205,"score_gpt":0.1928716798581032,"score_spread":0.184623094471819,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2325448140","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9479845,0.00018526465,0.04648083,0.00017838151,0.00002593346,0.000007199656,0.000074775344,0.00009162051,0.004971552],"genre_scores_gemma":[0.99821377,0.000030466623,0.0010561266,0.000008615563,0.0000036970007,0.0000041037983,0.000028520746,0.000018085648,0.0006366206],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983084,0.000045940105,0.0000038259973,0.000030167992,0.000052082483,0.000037074864],"domain_scores_gemma":[0.99948704,0.00019394395,0.000083823346,0.00007846708,0.00011741922,0.000039232473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034353408,0.0003843117,0.00030205134,0.00031203905,0.00028493954,0.00044851584,0.00055734435,0.00079685746,0.0007677425],"category_scores_gemma":[0.0012984416,0.00021872556,0.00030241153,0.00032257946,0.00061356404,0.00054289965,0.00033914446,0.00042346917,0.00018603072],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002042472,0.00007618373,0.0043283673,0.000041452106,0.000053036412,0.00033716654,0.00014137565,0.86626035,0.10860471,0.008424612,0.00048116868,0.011047361],"study_design_scores_gemma":[0.000009873137,0.00012780097,0.006228502,0.000004902206,0.000019484765,0.00018105983,0.0001241728,0.9808239,0.009831519,0.0020482459,0.00057571026,0.000024939272],"about_ca_topic_score_codex":0.0007601898,"about_ca_topic_score_gemma":0.0010833452,"teacher_disagreement_score":0.00079685746,"about_ca_system_score_codex":0.0006971213,"about_ca_system_score_gemma":0.00022644494,"threshold_uncertainty_score":0.0050579906},"labels":[],"label_agreement":null},{"id":"W2326190673","doi":"10.2514/6.2004-4531","title":"Optimal Design for Structures Subjected to Many Load Cases","year":2004,"lang":"en","type":"article","venue":"10th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Computer science","score_opus":0.023164555027643387,"score_gpt":0.26038748409524937,"score_spread":0.23722292906760598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2326190673","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23873627,0.0006529234,0.7326172,0.0006915186,0.00009187175,0.00014770155,0.00012340242,0.00021299267,0.026726201],"genre_scores_gemma":[0.89850354,0.0002740896,0.09596809,0.00011105727,0.00006227241,0.00022603066,0.000094533774,0.00010928858,0.004651108],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993723,0.00025974197,0.00002223214,0.000073613,0.00018090666,0.00009108468],"domain_scores_gemma":[0.99909234,0.0005448045,0.00010910126,0.00006491422,0.00014075663,0.000048034806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015918313,0.0009508052,0.0013342389,0.0014858341,0.0007509348,0.0011031743,0.00082118786,0.0021700438,0.0038472738],"category_scores_gemma":[0.0044549457,0.0013598455,0.0008493173,0.0007548879,0.0013599,0.0012142325,0.0011582137,0.0008094223,0.00039375856],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059715923,0.000034886772,0.00013241445,0.000029366713,0.000014224507,0.000027253644,0.000029969748,0.98870534,0.0010915477,0.0034972753,0.00017106671,0.006206821],"study_design_scores_gemma":[0.000017075057,0.00004890213,0.00011667349,0.0000058952555,0.000011270692,0.0000072480802,0.000023941657,0.99509037,0.00035724716,0.0040940843,0.00022289653,0.000004451063],"about_ca_topic_score_codex":0.0016699918,"about_ca_topic_score_gemma":0.002825309,"teacher_disagreement_score":0.0038472738,"about_ca_system_score_codex":0.0008175444,"about_ca_system_score_gemma":0.00084310136,"threshold_uncertainty_score":0.012870431},"labels":[],"label_agreement":null},{"id":"W2327318492","doi":"10.1142/9789812702289_0027","title":"Optimal Placement and Feedback Gain of Active Elements in Vibration Control of Smart Truss Structures","year":2004,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Truss; Vibration control; Control theory (sociology); Vibration; Computer science; Active vibration control; Structural engineering; Feedback control; Smart material; Optimal control; Automatic gain control; Control (management); Control engineering; Engineering; Physics; Materials science; Acoustics; Mathematics; Mathematical optimization; Bandwidth (computing); Artificial intelligence; Telecommunications","score_opus":0.004498341906613549,"score_gpt":0.20088795030318682,"score_spread":0.19638960839657327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2327318492","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13297023,0.00022761704,0.8636339,0.00018070827,0.000056947963,0.00003456289,0.00001708131,0.00014455999,0.0027343952],"genre_scores_gemma":[0.98465884,0.000054705342,0.014506143,0.000019261232,0.000011736811,0.000026461976,0.0000062041645,0.000011316281,0.0007053731],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997644,0.00008729683,0.000009452565,0.00004015832,0.0000624922,0.00003628732],"domain_scores_gemma":[0.9992729,0.00046318513,0.000078561825,0.000027965236,0.00012972903,0.000027589238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000686756,0.00065565476,0.00046231173,0.0002698162,0.00030750406,0.00050190336,0.0005911875,0.0010178763,0.0010549015],"category_scores_gemma":[0.0027647533,0.0004877067,0.00016769064,0.00018696288,0.00077622937,0.00072545116,0.0005038992,0.0005041295,0.00017146295],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031497458,0.00011164082,0.0002149935,0.00008062357,0.000015835078,0.000044400113,0.000116186326,0.93732774,0.017378684,0.006903351,0.00038527802,0.037106246],"study_design_scores_gemma":[0.00003126262,0.00009154098,0.0001245973,0.000007421494,0.000007552635,0.0000075152093,0.000018832934,0.99428433,0.0028104684,0.0024963166,0.00011493117,0.0000051145616],"about_ca_topic_score_codex":0.0022959046,"about_ca_topic_score_gemma":0.0031426717,"teacher_disagreement_score":0.0022959046,"about_ca_system_score_codex":0.000418048,"about_ca_system_score_gemma":0.00042796077,"threshold_uncertainty_score":0.0045651197},"labels":[],"label_agreement":null},{"id":"W2327850464","doi":"10.2514/6.2005-2317","title":"Experimental Investigations to Support a Multi-Layer Deployable Membrane Structure for Space Antennae","year":2005,"lang":"en","type":"article","venue":"46th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference","topic":"Structural Analysis and Optimization","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":"Canadian Space Agency","funders":"","keywords":"Layer (electronics); Space (punctuation); Computer science; Aerospace engineering; Materials science; Engineering; Nanotechnology; Operating system","score_opus":0.019178566845550735,"score_gpt":0.2537207044310887,"score_spread":0.23454213758553794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2327850464","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9900954,0.00010210129,0.0079758335,0.00008782271,0.000033568595,0.00004883606,0.00011353554,0.0000879189,0.0014550083],"genre_scores_gemma":[0.984478,0.000132807,0.013898313,0.000031621417,0.000008187041,0.000042923257,0.00012809678,0.000017631166,0.0012624862],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961686,0.0000540806,0.000023422272,0.000055277196,0.00018222984,0.000068062116],"domain_scores_gemma":[0.9990005,0.00026786135,0.00018658763,0.00021035508,0.00025841463,0.000076225966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005982541,0.00033087115,0.00025683866,0.00019224087,0.00033322285,0.00037180097,0.0005777866,0.00072016823,0.0010588499],"category_scores_gemma":[0.0010670485,0.00021229201,0.0001981143,0.00017300091,0.00034302537,0.00054337847,0.00034947807,0.00051802566,0.00036394814],"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":[0.000106368985,0.00009539256,0.0012225221,0.00009195019,0.000009532604,0.00023078607,0.00019395606,0.0029255368,0.99032193,0.00039796953,0.00015697861,0.0042470796],"study_design_scores_gemma":[0.000042615342,0.0027618785,0.0068141553,0.000018845918,0.000019234012,0.00028224525,0.0003170658,0.010416896,0.97432965,0.00013309214,0.004841704,0.00002265564],"about_ca_topic_score_codex":0.00036864323,"about_ca_topic_score_gemma":0.00078017527,"teacher_disagreement_score":0.0010588499,"about_ca_system_score_codex":0.00035280825,"about_ca_system_score_gemma":0.00016155813,"threshold_uncertainty_score":0.0035421848},"labels":[],"label_agreement":null},{"id":"W2328952716","doi":"10.2514/6.2008-6076","title":"Simulating Active Vibration Attenuation in Underactuated Spatial Structures","year":2008,"lang":"en","type":"article","venue":"12th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference","topic":"Structural Analysis and Optimization","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 Saskatchewan","funders":"","keywords":"Nonholonomic system; Finite element method; Underactuation; Degrees of freedom (physics and chemistry); Lagrange multiplier; Control theory (sociology); Modal; Actuator; Vibration; Mathematics; Optimal control; Computer science; Mathematical optimization; Physics; Engineering; Structural engineering","score_opus":0.019521942019793154,"score_gpt":0.24630471203772433,"score_spread":0.22678277001793118,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328952716","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8082067,0.000042395463,0.18631898,0.00009703474,0.000012966215,0.00003552585,0.000038459853,0.00016599635,0.0050819227],"genre_scores_gemma":[0.98945075,0.000016533342,0.009588593,0.0000072171124,0.0000018346116,0.00002258041,0.000010769857,0.000008704163,0.00089290406],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999058,0.000028422966,0.0000032109224,0.000011788482,0.000034641802,0.000015998154],"domain_scores_gemma":[0.9996668,0.00022797994,0.00003745805,0.000025912927,0.000023774799,0.000018063882],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003224282,0.00029244096,0.00028234857,0.00019409726,0.00019583708,0.00034878726,0.00046047312,0.0005565796,0.0011171172],"category_scores_gemma":[0.00072349625,0.00019001178,0.00020972086,0.00013958535,0.000687513,0.0003956344,0.000506955,0.00035302795,0.00007565466],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003032381,0.000016180134,0.0002417186,0.000012386979,0.0000027985052,0.000029749495,0.000046749217,0.992919,0.0038683221,0.0010986062,0.000023582856,0.001710542],"study_design_scores_gemma":[0.0000046745295,0.00002690473,0.00008859889,0.0000013650142,0.0000013235951,0.000003483094,0.00001211719,0.99819845,0.0012349996,0.00035553062,0.000071229515,0.0000013692699],"about_ca_topic_score_codex":0.002791633,"about_ca_topic_score_gemma":0.002156758,"teacher_disagreement_score":0.002791633,"about_ca_system_score_codex":0.0003071346,"about_ca_system_score_gemma":0.0004427717,"threshold_uncertainty_score":0.0055508018},"labels":[],"label_agreement":null},{"id":"W2330944646","doi":"10.1061/40558(2001)137","title":"Three Aluminum Design Codes: Buckling","year":2001,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Buckling; Computer science; Structural engineering; Tension (geology); Aluminium; Compression (physics); Cover (algebra); Subject (documents); Engineering drawing; Construction engineering; Engineering; Mechanical engineering; World Wide Web; Composite material; Materials science","score_opus":0.018795102148284542,"score_gpt":0.20550005347056335,"score_spread":0.18670495132227882,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330944646","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011054759,0.00069297204,0.89431685,0.00084375276,0.00058347476,0.00030965955,0.00051170145,0.0050319396,0.0866549],"genre_scores_gemma":[0.12239118,0.0010342725,0.8109252,0.0012351288,0.00020079451,0.00077756017,0.0014071023,0.0035217134,0.058507074],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99592257,0.00069983234,0.00026376595,0.00020230179,0.0027046378,0.00020680614],"domain_scores_gemma":[0.9958532,0.00075307227,0.0002976881,0.0007751333,0.0021234958,0.00019747869],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002132073,0.0010032959,0.0006696032,0.002095812,0.0012691577,0.0019613367,0.0018366115,0.0014891402,0.020178618],"category_scores_gemma":[0.010974235,0.00053504313,0.0007361051,0.0014633065,0.0014105042,0.0014299558,0.0023076038,0.0018277916,0.008579923],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00058261084,0.00012891168,0.0014886906,0.0005738926,0.00003439096,0.00018599555,0.0009669816,0.1010232,0.012834814,0.2451157,0.057801824,0.579263],"study_design_scores_gemma":[0.00023032558,0.00038344236,0.00080753164,0.00064483087,0.000045646295,0.00045462445,0.00037677126,0.30075467,0.025872812,0.09872049,0.57150793,0.00020089775],"about_ca_topic_score_codex":0.0037546752,"about_ca_topic_score_gemma":0.0055201426,"teacher_disagreement_score":0.020178618,"about_ca_system_score_codex":0.0014952986,"about_ca_system_score_gemma":0.002836766,"threshold_uncertainty_score":0.06750417},"labels":[],"label_agreement":null},{"id":"W2332044052","doi":"10.2514/6.2000-1637","title":"Inflatable spacecraft using 'Rigidization-On-Command' concept","year":2000,"lang":"en","type":"article","venue":"41st  Structures, Structural Dynamics, and Materials Conference and Exhibit","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Inflatable; Spacecraft; Aeronautics; Aerospace engineering; Computer science; Engineering; Mechanical engineering","score_opus":0.011783122934602774,"score_gpt":0.2080441680956406,"score_spread":0.19626104516103784,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332044052","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10145453,0.00021876322,0.83315074,0.0005478124,0.00033110508,0.000064262436,0.000049693645,0.0008739461,0.06330916],"genre_scores_gemma":[0.89212155,0.00017302226,0.09219352,0.00023014445,0.000105571286,0.000085452004,0.00007848834,0.000091751484,0.014920472],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998894,0.000024687937,0.000003839541,0.000020148018,0.000046139503,0.000015885737],"domain_scores_gemma":[0.9998877,0.000016425824,0.000015492873,0.000049745235,0.000017066233,0.000013539247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016700657,0.00032591584,0.00027361573,0.00021845567,0.00042419924,0.0005045004,0.0006201932,0.0004354676,0.0038002587],"category_scores_gemma":[0.00025618664,0.00012013648,0.00024825803,0.00018717442,0.0009839864,0.0007267763,0.0008490608,0.000608547,0.0004720143],"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":[0.00025580573,0.00007695243,0.00040209707,0.000073844945,0.00003165714,0.00027786018,0.00031035554,0.060908556,0.088437475,0.7552985,0.0034667465,0.09046012],"study_design_scores_gemma":[0.00010590011,0.0011128273,0.0011631439,0.000034119326,0.000031619682,0.0007865386,0.00016945157,0.6910019,0.05841725,0.20517607,0.041903935,0.000097213044],"about_ca_topic_score_codex":0.0002574042,"about_ca_topic_score_gemma":0.0002308408,"teacher_disagreement_score":0.0038002587,"about_ca_system_score_codex":0.00017024422,"about_ca_system_score_gemma":0.00017109305,"threshold_uncertainty_score":0.012713194},"labels":[],"label_agreement":null},{"id":"W2332858004","doi":"10.2514/6.2010-2751","title":"Modeling the Dynamics of an Inflatable, Self-Rigidizing Toroidal Satellite Component","year":2010,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Inflatable; Component (thermodynamics); Toroid; Satellite; Dynamics (music); Aerospace engineering; Physics; Computer science; Engineering; Mechanical engineering; Plasma; Acoustics","score_opus":0.004744906064064436,"score_gpt":0.18925001454960685,"score_spread":0.1845051084855424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332858004","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49029845,0.0001778423,0.49224597,0.00015634995,0.000036640275,0.000054362707,0.00013113319,0.00024146287,0.016657848],"genre_scores_gemma":[0.97258455,0.00012583344,0.021943513,0.000015097772,0.0000046901955,0.00004820035,0.000052598047,0.00002915222,0.0051963506],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999578,0.000007649678,0.0000015237631,0.000008467309,0.000016251737,0.0000082827755],"domain_scores_gemma":[0.99993885,0.000016487702,0.00001338739,0.00000910414,0.000015632111,0.000006601036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012967682,0.00030165305,0.00030453576,0.0002479077,0.00023627363,0.00044616967,0.00053456624,0.0006516122,0.0013716957],"category_scores_gemma":[0.000245257,0.00023425418,0.00029945612,0.00021390631,0.00060765125,0.00046900936,0.00025683694,0.00025801503,0.00025062295],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043417265,0.000014037823,0.00086248305,0.000034956956,0.000012373141,0.00017695238,0.00012701914,0.96060675,0.021971347,0.011711499,0.00018285139,0.0042562564],"study_design_scores_gemma":[0.000002118822,0.000011579134,0.00013983075,0.0000017064048,0.0000024181886,0.000020929405,0.00002364088,0.9981263,0.001019288,0.00032381536,0.0003254497,0.0000028464272],"about_ca_topic_score_codex":0.004640925,"about_ca_topic_score_gemma":0.003098483,"teacher_disagreement_score":0.004640925,"about_ca_system_score_codex":0.00041463753,"about_ca_system_score_gemma":0.0006429979,"threshold_uncertainty_score":0.009227872},"labels":[],"label_agreement":null},{"id":"W2333641495","doi":"10.1115/imece2007-41424","title":"Dynamic and Vibration Analysis of a SAR Membrane Antenna","year":2007,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Spacecraft; Tension (geology); Vibration; Torque; Antenna (radio); Structural engineering; Membrane structure; Aperture (computer memory); Vibration control; Membrane; Reflector (photography); Acoustics; Materials science; Engineering; Computer science; Physics; Aerospace engineering; Optics; Composite material; Electrical engineering","score_opus":0.0033088043048594955,"score_gpt":0.19700630092479296,"score_spread":0.19369749661993346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333641495","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9592507,0.00010115253,0.03273716,0.00012643498,0.000014385855,0.000011743218,0.00006868752,0.000085030275,0.007604564],"genre_scores_gemma":[0.99732804,0.000031351443,0.0012527052,0.0000088925535,0.0000023650678,0.0000057049606,0.000025321056,0.0000055942432,0.0013398632],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999317,0.000011227633,0.0000021486387,0.000015011687,0.000026854514,0.000013149035],"domain_scores_gemma":[0.99990976,0.000033609304,0.000016891925,0.000009922279,0.000020503403,0.0000092738865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010695016,0.00020555846,0.00021449797,0.00021808398,0.00015582984,0.00021690341,0.00017862419,0.00046664762,0.001350502],"category_scores_gemma":[0.00024259315,0.00010429346,0.00018755262,0.00010887916,0.00035008966,0.00014786187,0.00016224278,0.00016308638,0.00025708534],"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":[0.00038975623,0.00008288985,0.0056947633,0.000076996075,0.000036615766,0.00080994226,0.00032530015,0.4460887,0.5151674,0.0041986085,0.00064598623,0.026482979],"study_design_scores_gemma":[0.000007669585,0.00016797245,0.0075334967,0.000005909134,0.0000056401163,0.000098346194,0.000099582176,0.98071986,0.010391491,0.00040069892,0.0005543252,0.00001497142],"about_ca_topic_score_codex":0.0008581542,"about_ca_topic_score_gemma":0.00039201207,"teacher_disagreement_score":0.001350502,"about_ca_system_score_codex":0.00019233054,"about_ca_system_score_gemma":0.00010820876,"threshold_uncertainty_score":0.0045178533},"labels":[],"label_agreement":null},{"id":"W2333801514","doi":"10.1115/smasis2009-1274","title":"Modeling the Dynamic Behavior of an Inflatable Rigidized Boom in Exposure to Temperature Changes in Space","year":2009,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"Inflatable; Boom; Thermal; Satellite; Temperature measurement; Work (physics); Shadow (psychology); Aerospace engineering; Structural engineering; Engineering; Mechanical engineering; Materials science; Computer science; Mechanics; Physics; Meteorology","score_opus":0.005556545617930919,"score_gpt":0.2178800503387755,"score_spread":0.21232350472084457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333801514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8040874,0.00021542082,0.18223692,0.00016756667,0.000055261942,0.00008499514,0.00024362304,0.00034293768,0.012565813],"genre_scores_gemma":[0.9911861,0.000123698,0.005093891,0.000016172797,0.0000041903513,0.000044706507,0.00006668273,0.000024480143,0.0034401692],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991286,0.000017848088,0.0000043538444,0.000019283223,0.000024819396,0.000020767364],"domain_scores_gemma":[0.9998903,0.000039072253,0.000026597816,0.000014739577,0.00001934512,0.000009919741],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020334533,0.00047559742,0.0004318719,0.00031661434,0.00033154528,0.0005618795,0.00063287717,0.0011873405,0.0023109864],"category_scores_gemma":[0.0004130918,0.00031354977,0.0005267248,0.00020739566,0.0007065032,0.0004057625,0.00032826676,0.00035663557,0.00043989532],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008660689,0.000028988323,0.0011645331,0.000039434006,0.000014740344,0.0001436626,0.000087209344,0.97161406,0.022270873,0.0007468715,0.00010174368,0.0037012089],"study_design_scores_gemma":[0.000005046354,0.00007794148,0.0010568703,0.0000046761143,0.00000792446,0.000026548794,0.000041567797,0.996924,0.0014320895,0.00014253007,0.00027313485,0.000007572787],"about_ca_topic_score_codex":0.0074058212,"about_ca_topic_score_gemma":0.0041408585,"teacher_disagreement_score":0.0074058212,"about_ca_system_score_codex":0.0003146167,"about_ca_system_score_gemma":0.0003898903,"threshold_uncertainty_score":0.014725447},"labels":[],"label_agreement":null},{"id":"W2335945223","doi":"10.14359/51682293","title":"Stepped Beam with Multiple Load Combinations","year":2010,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography; Sierra leone; Environmental protection; Ancient history; Ethnology; History","score_opus":0.002814577871679716,"score_gpt":0.1659838524410469,"score_spread":0.1631692745693672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335945223","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014392149,0.0007349246,0.7705784,0.0013140991,0.0014365445,0.0007920962,0.010480323,0.09861858,0.10165292],"genre_scores_gemma":[0.13116677,0.00032433367,0.7002372,0.0016153136,0.00041947907,0.0011736538,0.01751608,0.026183574,0.12136354],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9965101,0.00088607206,0.00024476842,0.00068058906,0.0011647902,0.0005137983],"domain_scores_gemma":[0.9953614,0.0012444692,0.00011892424,0.0018741403,0.0012076496,0.00019343336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002524818,0.0032803735,0.0017490018,0.0023106015,0.0029755672,0.0043725795,0.004157436,0.002510815,0.24361065],"category_scores_gemma":[0.010375376,0.0020620702,0.0021537265,0.0038607824,0.0009968532,0.0052491915,0.0072614886,0.0022349013,0.10757647],"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":[0.0023575984,0.00034179012,0.0029751307,0.00069921114,0.00032558493,0.0006567914,0.0004287769,0.0276437,0.010141126,0.028491538,0.388754,0.5371848],"study_design_scores_gemma":[0.0007381086,0.00056620414,0.0022011898,0.00030595588,0.00022667648,0.0011247795,0.00095021963,0.34977022,0.038251895,0.17907506,0.42647913,0.0003106922],"about_ca_topic_score_codex":0.004232598,"about_ca_topic_score_gemma":0.0091640875,"teacher_disagreement_score":0.24361065,"about_ca_system_score_codex":0.0011168508,"about_ca_system_score_gemma":0.0019863057,"threshold_uncertainty_score":0.8149588},"labels":[],"label_agreement":null},{"id":"W2338939809","doi":"10.20855/ijav.2011.16.1272","title":"Thermally Induced Oscillations of an Inflatable Space Structure with a Repeated Element Pattern","year":2011,"lang":"en","type":"article","venue":"The International Journal of Acoustics and Vibration","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Inflatable; Finite element method; Element (criminal law); Structural engineering; Space (punctuation); Physics; Materials science; Computer science; Engineering","score_opus":0.011351635032736809,"score_gpt":0.20441357846614722,"score_spread":0.1930619434334104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2338939809","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8100894,0.00007873872,0.18661462,0.000043610107,0.000016538013,0.000015954356,0.000024170053,0.00013583324,0.002981107],"genre_scores_gemma":[0.9752181,0.000028855991,0.02309299,0.000007962954,0.0000047500116,0.000015073581,0.000023776847,0.0000151074155,0.0015933507],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998739,0.000025672489,0.0000044122257,0.000023210087,0.000060195325,0.000012658942],"domain_scores_gemma":[0.9998765,0.000035297948,0.000030638683,0.00003102279,0.000018765739,0.000007789298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015581542,0.00021121248,0.00019901816,0.00021160333,0.00011272405,0.00019132675,0.00033133547,0.00031499905,0.00073612336],"category_scores_gemma":[0.00038067883,0.00014784987,0.0002280209,0.00015676352,0.00058426167,0.00021151497,0.00016741217,0.000195546,0.00012668181],"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":[0.00026032754,0.00006383434,0.0015075202,0.00007950626,0.000042778436,0.00037194334,0.00025829003,0.2912955,0.6711958,0.013353559,0.0001794355,0.021391395],"study_design_scores_gemma":[0.000025708216,0.00037692155,0.0033312545,0.000007320499,0.000020757589,0.0002267041,0.00005302133,0.89804906,0.094698116,0.0021829687,0.001008025,0.000020226102],"about_ca_topic_score_codex":0.00024643764,"about_ca_topic_score_gemma":0.00023759928,"teacher_disagreement_score":0.00073612336,"about_ca_system_score_codex":0.00013075795,"about_ca_system_score_gemma":0.000107177824,"threshold_uncertainty_score":0.002462566},"labels":[],"label_agreement":null},{"id":"W2339546818","doi":"10.14288/1.0050464","title":"Seismic behavior and design of friction concentrically braced frames for steel buildings","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Structural 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 British Columbia","funders":"","keywords":"Structural engineering; Seismic analysis; Braced frame; Engineering; Steel frame; Geology; Forensic engineering; Geotechnical engineering; Frame (networking); Mechanical engineering","score_opus":0.006835939972423726,"score_gpt":0.16806086538835857,"score_spread":0.16122492541593483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2339546818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97915053,0.00009538522,0.019606011,0.000008687801,0.000004351835,0.000018596314,0.000025093812,0.0000488078,0.0010425581],"genre_scores_gemma":[0.9940257,0.000032672182,0.0056762234,0.0000018608193,9.836624e-7,0.000006330869,0.000019902685,0.0000053034837,0.00023092309],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988973,0.000021304433,0.0000047611293,0.00001758029,0.000040920804,0.000025765266],"domain_scores_gemma":[0.99986756,0.000021984582,0.00004340838,0.000013280615,0.000036576468,0.000017232544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022254682,0.0004217009,0.00020735257,0.00041612086,0.00014093885,0.00023931557,0.0003717985,0.0002687005,0.000644452],"category_scores_gemma":[0.00040424135,0.00019611158,0.00013311325,0.00015093294,0.00020398597,0.00015448441,0.00014177129,0.00009913553,0.00019662199],"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":[0.00046183605,0.00008364314,0.01670938,0.00015938208,0.00002380812,0.0004797428,0.00029066906,0.10296832,0.82260835,0.00089676026,0.00018109992,0.055136934],"study_design_scores_gemma":[0.000083696796,0.0044791377,0.0928949,0.000065205815,0.000092840775,0.00085453846,0.0005704923,0.58256745,0.31272912,0.00042634364,0.005163358,0.000072859955],"about_ca_topic_score_codex":0.001386742,"about_ca_topic_score_gemma":0.003846925,"teacher_disagreement_score":0.001386742,"about_ca_system_score_codex":0.00028803686,"about_ca_system_score_gemma":0.00025997788,"threshold_uncertainty_score":0.0027573705},"labels":[],"label_agreement":null},{"id":"W2342740217","doi":"10.5539/mer.v6n1p75","title":"Dynamic Simulation of Adaptive Truss Consisting of Various Types of Truss Members","year":2016,"lang":"en","type":"article","venue":"Mechanical Engineering Research","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Truss; Relation (database); Structural engineering; Computer science; Dynamic simulation; Engineering; Simulation","score_opus":0.025779454780112086,"score_gpt":0.2877897567310694,"score_spread":0.2620103019509573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2342740217","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.862049,0.00022948584,0.11375871,0.00022048212,0.00004277984,0.00006787756,0.00025915075,0.00025534868,0.023117183],"genre_scores_gemma":[0.9886342,0.00011173626,0.008711421,0.000017045082,0.000004707728,0.00006291744,0.00010098468,0.000022595648,0.002334296],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999174,0.00002204194,0.000003779205,0.000013898219,0.000024182817,0.000018658931],"domain_scores_gemma":[0.9998555,0.000057503497,0.000021926235,0.000016824579,0.00003077726,0.000017419177],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016778483,0.0003216085,0.00035974692,0.00035732612,0.00035920067,0.0003068697,0.00057264016,0.00064136105,0.0015647463],"category_scores_gemma":[0.00047530961,0.00020122813,0.00041589836,0.00031549466,0.0005189033,0.0004677019,0.00036875377,0.0002914123,0.00011949655],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001730288,0.00001571509,0.0007988972,0.000015574127,0.000007605324,0.00006676834,0.000033520697,0.9933988,0.0021156617,0.0017647869,0.0001047875,0.001660602],"study_design_scores_gemma":[0.0000038536714,0.000010930212,0.0001988697,0.0000015899914,0.0000018442147,0.00000775156,0.000011424293,0.999081,0.00035767254,0.00020108119,0.00012182786,0.0000020927846],"about_ca_topic_score_codex":0.006797899,"about_ca_topic_score_gemma":0.0042880247,"teacher_disagreement_score":0.006797899,"about_ca_system_score_codex":0.0003431951,"about_ca_system_score_gemma":0.0003920971,"threshold_uncertainty_score":0.0135166645},"labels":[],"label_agreement":null},{"id":"W2344437413","doi":"10.1016/b978-044488002-4/50038-5","title":"10.1016/b978-044488002-4/50038-5","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Statics; Combinatorics; Engineering; Mathematics; Computer science; Physics; Classical mechanics","score_opus":0.004523407623938612,"score_gpt":0.14086467384948226,"score_spread":0.13634126622554366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2344437413","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00025872566,0.00038387932,0.0017747801,0.0002938918,0.00014925732,0.000046682562,0.00096553,0.0012764909,0.9948507],"genre_scores_gemma":[0.0005733054,0.00019916757,0.0004819591,0.00007911187,0.000031249285,0.00002642035,0.0004954598,0.00031167513,0.9978016],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995646,0.000029555635,0.00002892185,0.00013469068,0.00016718256,0.000074985175],"domain_scores_gemma":[0.9984175,0.00050120766,0.00010630469,0.00028716587,0.00032183787,0.00036599993],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0007797041,0.0019132849,0.0011491561,0.0019417797,0.0010430694,0.004526364,0.0027073065,0.0035333266,0.97358096],"category_scores_gemma":[0.0017369683,0.0008724889,0.0007562494,0.002660799,0.00095976744,0.0045899013,0.0026978333,0.0018342381,0.9853827],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010841065,0.0000977574,0.00035537992,0.00034623913,0.000014395611,0.00010309241,0.000070196795,0.00044363836,0.0020432817,0.0072794654,0.39612678,0.5930113],"study_design_scores_gemma":[0.000014659279,0.000037536378,0.00045507905,0.00017384709,0.0000067410724,0.00012442196,0.00005746778,0.0002432384,0.00040381475,0.0012632185,0.9972096,0.000010404398],"about_ca_topic_score_codex":0.0033517135,"about_ca_topic_score_gemma":0.0035977282,"teacher_disagreement_score":0.026419044,"about_ca_system_score_codex":0.0008887177,"about_ca_system_score_gemma":0.00075677206,"threshold_uncertainty_score":0.037683487},"labels":[],"label_agreement":null},{"id":"W2355276240","doi":"","title":"Development Study on Large Span Aluminum Alloy Dome Structure","year":2000,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"CAE (Canada)","funders":"","keywords":"Dome (geology); Structural engineering; Span (engineering); Alloy; Aluminium; Section (typography); Engineering; Corrosion; Materials science; Geology; Metallurgy; Computer science","score_opus":0.006406998665284499,"score_gpt":0.2016103322485504,"score_spread":0.19520333358326591,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2355276240","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8170136,0.0008231847,0.12095071,0.00026313323,0.000099867255,0.00021810932,0.00014494365,0.0004077911,0.060078643],"genre_scores_gemma":[0.91331357,0.00047261216,0.05788749,0.000033076503,0.000016668972,0.0000484445,0.00022902743,0.00004577321,0.02795336],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998313,0.000024792014,0.000002912716,0.000020231835,0.000103287646,0.000017440796],"domain_scores_gemma":[0.9998036,0.000021088257,0.000013816964,0.000019338759,0.00011813797,0.000024081475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022332139,0.00023389753,0.00017310386,0.00035906988,0.00033954124,0.00022681423,0.00035677178,0.0003519192,0.0024777527],"category_scores_gemma":[0.000361578,0.00013954504,0.00019402176,0.0001758034,0.00016975695,0.00032618502,0.00024359397,0.00015102638,0.0006844818],"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":[0.00016448408,0.00035271613,0.018402407,0.000510137,0.000033513094,0.0028107536,0.0011577675,0.08010756,0.6512484,0.027437896,0.006552429,0.211222],"study_design_scores_gemma":[0.00012082419,0.004545009,0.03579426,0.00009076115,0.00007526911,0.0053975275,0.0011360826,0.361626,0.42115343,0.0049067377,0.16507904,0.00007507999],"about_ca_topic_score_codex":0.00157461,"about_ca_topic_score_gemma":0.0025259603,"teacher_disagreement_score":0.0024777527,"about_ca_system_score_codex":0.00021201267,"about_ca_system_score_gemma":0.00040289617,"threshold_uncertainty_score":0.0082889795},"labels":[],"label_agreement":null},{"id":"W2357169162","doi":"","title":"WIND-INDUCED RESPONSE OF SPATIAL STRUCTURES WITH MODE COMPENSATION IN FREQUENCY DOMAIN","year":2002,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"CAE (Canada)","funders":"","keywords":"Modal; Frequency domain; Natural frequency; Mode (computer interface); Normal mode; Modal analysis; Frequency response; Range (aeronautics); Lattice (music); Structural engineering; Physics; Acoustics; Computer science; Engineering; Vibration; Mathematics; Mathematical analysis; Materials science","score_opus":0.010536211965001537,"score_gpt":0.20260619914712905,"score_spread":0.1920699871821275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2357169162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9396799,0.000045314442,0.05779911,0.000047753947,0.000011618593,0.000011034663,0.000017684084,0.000074713025,0.0023127983],"genre_scores_gemma":[0.9928174,0.000025143176,0.006529654,0.000008140652,0.0000018809192,0.000007354257,0.00001430447,0.000005310669,0.0005908202],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993765,0.000012558105,0.0000017013905,0.000007337446,0.000029732164,0.000011154805],"domain_scores_gemma":[0.9999001,0.000037080754,0.000016535816,0.000013382097,0.00002394819,0.000008844697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013924623,0.00018499489,0.00011742291,0.00013425542,0.00011054824,0.00011453939,0.00016270475,0.00024537323,0.00069200236],"category_scores_gemma":[0.00039093225,0.00012368578,0.00012084769,0.00013564956,0.0002423814,0.00016747955,0.00017265238,0.00011914418,0.0001014658],"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":[0.000357333,0.000108788096,0.003921941,0.000089833295,0.00002833718,0.0004166279,0.0001896787,0.43966216,0.5166186,0.004143768,0.00044532857,0.034017604],"study_design_scores_gemma":[0.000015240102,0.00012810642,0.0038517937,0.00000445551,0.0000056035537,0.00012878038,0.00007180289,0.95582074,0.0389575,0.0006936399,0.0003140166,0.000008268588],"about_ca_topic_score_codex":0.00057236163,"about_ca_topic_score_gemma":0.00085242896,"teacher_disagreement_score":0.00069200236,"about_ca_system_score_codex":0.00010332179,"about_ca_system_score_gemma":0.000111703994,"threshold_uncertainty_score":0.0023149848},"labels":[],"label_agreement":null},{"id":"W2408197132","doi":"","title":"The linear 2-arboricity of some planar graphs","year":2014,"lang":"en","type":"article","venue":"Ars Combinatoria","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Arboricity; Mathematics; Planar graph; Planar; Dense graph; 1-planar graph; Combinatorics; Chordal graph; Graph; Computer science","score_opus":0.004609191502419453,"score_gpt":0.18747168088702892,"score_spread":0.18286248938460947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2408197132","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8111871,0.00036604333,0.07697341,0.001685704,0.000043725755,0.000053043565,0.00093649863,0.00017277237,0.10858176],"genre_scores_gemma":[0.96818775,0.00036762032,0.013024239,0.0002668809,0.00009294538,0.000050472747,0.0007819128,0.000074952346,0.01715329],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9996929,0.00008489341,0.00001158434,0.00006738955,0.00008148002,0.00006179963],"domain_scores_gemma":[0.99872154,0.00078658067,0.00022652182,0.00006845094,0.000085325504,0.000111439],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024496438,0.0005696646,0.00036483936,0.0009540342,0.0007120689,0.0016361137,0.0006933566,0.00066342,0.00839112],"category_scores_gemma":[0.0017698354,0.00045813358,0.00051202846,0.001258619,0.0011320652,0.0015322231,0.0007500734,0.0015083409,0.0005926015],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021020556,0.00012747617,0.0030407133,0.0002076813,0.000058294536,0.00062575424,0.0006376797,0.046510246,0.009033994,0.9091514,0.006082352,0.024314225],"study_design_scores_gemma":[0.000058423295,0.000061754865,0.0021734792,0.000027146383,0.000033333763,0.0003254084,0.00026352852,0.07795295,0.0028200974,0.91143936,0.0048230747,0.000021529922],"about_ca_topic_score_codex":0.0017162478,"about_ca_topic_score_gemma":0.002704922,"teacher_disagreement_score":0.00839112,"about_ca_system_score_codex":0.00079479173,"about_ca_system_score_gemma":0.00035997096,"threshold_uncertainty_score":0.028071046},"labels":[],"label_agreement":null},{"id":"W2460667336","doi":"10.1007/s10898-016-0448-y","title":"Universal rigidity of bar frameworks via the geometry of spectrahedra","year":2016,"lang":"en","type":"article","venue":"Journal of Global Optimization","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mathematics; Rigidity (electromagnetism); Geometry; Bar (unit); Pure mathematics; Structural engineering","score_opus":0.003312986122665342,"score_gpt":0.19276720046083787,"score_spread":0.18945421433817253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2460667336","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4298459,0.0008251693,0.4268016,0.0012151602,0.00033313953,0.00007881533,0.00048669,0.00066216075,0.13975139],"genre_scores_gemma":[0.95529425,0.00038154048,0.030232515,0.00025620864,0.00018059101,0.00005993811,0.00023385596,0.0002397682,0.013121197],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99934965,0.00014920598,0.000017788056,0.00012008604,0.00021060629,0.00015262271],"domain_scores_gemma":[0.99936265,0.00018225821,0.000112295565,0.00009607869,0.00008923898,0.0001574024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064032036,0.00065376353,0.00089108595,0.001554994,0.0014325189,0.0021119888,0.0014650347,0.0011608236,0.010879151],"category_scores_gemma":[0.002003505,0.00050850585,0.0007542817,0.00065945624,0.0026817431,0.0021449917,0.0028912593,0.0018997767,0.0010769223],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027369691,0.000017236152,0.00008052043,0.000018862416,0.0000062313684,0.000021362404,0.000049616763,0.010671622,0.0011071503,0.9824243,0.00077202154,0.0048036845],"study_design_scores_gemma":[0.000012834482,0.000037525864,0.00020621483,0.000015408916,0.000005686133,0.000043617747,0.00007887802,0.047779903,0.00041001095,0.9487797,0.002611044,0.000019081821],"about_ca_topic_score_codex":0.0016545982,"about_ca_topic_score_gemma":0.0024058656,"teacher_disagreement_score":0.010879151,"about_ca_system_score_codex":0.0008395195,"about_ca_system_score_gemma":0.00077763054,"threshold_uncertainty_score":0.036394417},"labels":[],"label_agreement":null},{"id":"W2468708398","doi":"10.2514/6.iac-04-i.4.07","title":"Experimental Study of Active Shape Control of Membrane Structures Using Genetic Algorithm","year":2004,"lang":"en","type":"article","venue":"55th International Astronautical Congress of the International Astronautical Federation, the International Academy of Astronautics, and the International Institute of Space Law","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":"Canadian Space Agency","funders":"","keywords":"Genetic algorithm; Computer science; Algorithm; Control (management); Artificial intelligence; Machine learning","score_opus":0.013865161328111086,"score_gpt":0.25861166287316933,"score_spread":0.24474650154505825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2468708398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9523132,0.00018539776,0.042022526,0.000090528156,0.000043311047,0.000068309746,0.00006849278,0.00019363443,0.005014493],"genre_scores_gemma":[0.98842144,0.00005556816,0.01062611,0.000009029108,0.0000020226578,0.000032662632,0.000032817563,0.0000113864435,0.00080897444],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99966574,0.00005932387,0.000018328932,0.000052525163,0.00015658418,0.00004745353],"domain_scores_gemma":[0.99926585,0.000261425,0.00007501761,0.00013676225,0.00021858547,0.000042274463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052727555,0.0002712423,0.00025612654,0.0003353383,0.0003047774,0.00040164066,0.00057363656,0.0005769947,0.0013581371],"category_scores_gemma":[0.0012459441,0.00012308786,0.00019390414,0.0002788805,0.00040474164,0.00036704907,0.0002741764,0.00031976466,0.00016900545],"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":[0.0005918878,0.00071818626,0.0018883165,0.0002658605,0.000037749604,0.00025029766,0.00028940133,0.12871884,0.8072496,0.0035181984,0.00041496044,0.05605667],"study_design_scores_gemma":[0.00007800663,0.0023068304,0.0036963713,0.000018573612,0.000023684866,0.000101644684,0.00014322174,0.44879296,0.5416632,0.00076215627,0.00237874,0.0000345585],"about_ca_topic_score_codex":0.0008072428,"about_ca_topic_score_gemma":0.00048239107,"teacher_disagreement_score":0.0013581371,"about_ca_system_score_codex":0.00026194347,"about_ca_system_score_gemma":0.00021195527,"threshold_uncertainty_score":0.0045434833},"labels":[],"label_agreement":null},{"id":"W2475892496","doi":"10.1007/978-1-4614-4226-4","title":"Experimental and Applied Mechanics, Volume 4","year":2012,"lang":"en","type":"book","venue":"Conference proceedings of the Society for Experimental Mechanics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Volume (thermodynamics); Mechanics; Materials science; Physics; Thermodynamics","score_opus":0.01294011021079906,"score_gpt":0.2085423966960892,"score_spread":0.19560228648529016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2475892496","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0031358101,0.123365775,0.086133055,0.0031861202,0.022407237,0.00021194461,0.0028943478,0.0026401838,0.75602555],"genre_scores_gemma":[0.0071387817,0.028200233,0.01637839,0.00045798701,0.0018978472,0.00011317826,0.0018192759,0.0010092203,0.9429851],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992489,0.000037250564,0.000026961647,0.00008594737,0.0005735721,0.000027423968],"domain_scores_gemma":[0.99955255,0.00010146155,0.000015015014,0.000098778284,0.00019706404,0.00003509796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049483,0.001548938,0.001669174,0.0026108827,0.0007815217,0.0021587939,0.0015850011,0.00095033686,0.13808146],"category_scores_gemma":[0.0009398427,0.0009078026,0.00076945423,0.0023637165,0.0008959305,0.0019763175,0.0012307662,0.002070808,0.04898625],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008363486,0.00016680149,0.00018184139,0.0007955692,0.000030280376,0.00006369466,0.000052499832,0.002040673,0.0077877245,0.019735748,0.57115793,0.3979036],"study_design_scores_gemma":[0.000015600415,0.000057076468,0.0009749972,0.00019962344,0.000022927998,0.00043425255,0.00003113575,0.0021486392,0.0047841957,0.020459494,0.9708481,0.00002402412],"about_ca_topic_score_codex":0.0009382903,"about_ca_topic_score_gemma":0.0034644308,"teacher_disagreement_score":0.13808146,"about_ca_system_score_codex":0.000700391,"about_ca_system_score_gemma":0.0010805755,"threshold_uncertainty_score":0.4619285},"labels":[],"label_agreement":null},{"id":"W2488059206","doi":"10.1201/b15267-23","title":"Design concepts and principles for tall multi-storey superstructures incorporating timber frameworks","year":2013,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Architectural engineering; Engineering; Construction engineering; Computer science","score_opus":0.03421199768413265,"score_gpt":0.23816649206598892,"score_spread":0.20395449438185626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2488059206","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002167741,0.0011160692,0.92677873,0.00027162075,0.00011181717,0.00014867702,0.00009475485,0.00022384994,0.069086745],"genre_scores_gemma":[0.07281199,0.0034122502,0.8435388,0.00028408432,0.00009507741,0.00091878016,0.00023336784,0.00032641343,0.07837928],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995732,0.000058911006,0.000017568123,0.00004305543,0.00027423725,0.000033151573],"domain_scores_gemma":[0.99989176,0.000021568685,0.000012249893,0.000017972361,0.000047168243,0.000009176251],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059335656,0.0008583929,0.00041280597,0.0008358665,0.00069532654,0.0015804545,0.0019998814,0.0011559421,0.009693624],"category_scores_gemma":[0.00038515523,0.0007623171,0.00086807524,0.00069546537,0.0014558709,0.001190994,0.001173099,0.0016388304,0.0039573596],"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":[0.000013107957,0.000036308113,0.00019676877,0.0003907218,0.000012710595,0.00019097056,0.0006027812,0.08163475,0.011413329,0.81951404,0.009118206,0.076876216],"study_design_scores_gemma":[0.00002715816,0.00012356267,0.0005142497,0.00037104153,0.000023733784,0.0007413138,0.00033395216,0.1700833,0.004522356,0.34990668,0.47330093,0.00005167444],"about_ca_topic_score_codex":0.0019398162,"about_ca_topic_score_gemma":0.0044474676,"teacher_disagreement_score":0.009693624,"about_ca_system_score_codex":0.000839204,"about_ca_system_score_gemma":0.0010210931,"threshold_uncertainty_score":0.032428384},"labels":[],"label_agreement":null},{"id":"W2490130205","doi":"10.1007/978-3-319-22449-7","title":"Experimental and Applied Mechanics, Volume 4","year":2015,"lang":"en","type":"book","venue":"Conference proceedings of the Society for Experimental Mechanics","topic":"Structural Analysis and Optimization","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 Alberta","funders":"","keywords":"Volume (thermodynamics); Mechanics; Materials science; Physics; Thermodynamics","score_opus":0.015607086907836519,"score_gpt":0.21668294042985953,"score_spread":0.201075853522023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2490130205","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0026308547,0.12014289,0.07450934,0.0032692999,0.024187354,0.00019349364,0.0025377336,0.0022380133,0.7702911],"genre_scores_gemma":[0.0067118653,0.02850391,0.012725688,0.0004894238,0.002201772,0.0001006942,0.0017050067,0.0008878583,0.9466738],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991098,0.000045903125,0.00003206456,0.00009534071,0.00068675494,0.000030117615],"domain_scores_gemma":[0.9995096,0.00011092232,0.000018441395,0.00010739504,0.0002102043,0.000043439337],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060617964,0.0016812547,0.0016004652,0.0030655728,0.00075578724,0.0023134747,0.0015351921,0.0009032256,0.14169021],"category_scores_gemma":[0.0011336813,0.00087228697,0.0007992621,0.0024212913,0.0010365928,0.0020758968,0.0015724674,0.0021102428,0.051060878],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006862467,0.00013970742,0.00018965812,0.00074734836,0.000027914264,0.000056923815,0.000050262217,0.0021608379,0.0054603,0.02425199,0.58034426,0.3865021],"study_design_scores_gemma":[0.00001346296,0.000052602554,0.0008464645,0.00023915817,0.000018494029,0.00035456833,0.000029259754,0.0021427278,0.0032764326,0.025085054,0.96792084,0.00002080367],"about_ca_topic_score_codex":0.0010022704,"about_ca_topic_score_gemma":0.0036802392,"teacher_disagreement_score":0.14169021,"about_ca_system_score_codex":0.00084784563,"about_ca_system_score_gemma":0.0013251322,"threshold_uncertainty_score":0.474001},"labels":[],"label_agreement":null},{"id":"W2492338343","doi":"10.2514/1.j054156","title":"Mass and Stiffness Effects of Harnessing Cables on Structural Dynamics: Continuum Modeling","year":2016,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Structural Analysis and Optimization","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 Waterloo","funders":"","keywords":"Vibration; Finite element method; Stiffness; Inflatable; Structural engineering; Added mass; Natural frequency; Vibration control; Mechanics; Engineering; Control theory (sociology); Computer science; Physics; Acoustics","score_opus":0.0035263971313944566,"score_gpt":0.18404550461703603,"score_spread":0.18051910748564157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2492338343","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36991474,0.0006714832,0.59795773,0.00032691367,0.000047717956,0.000039780854,0.000114698145,0.0002818328,0.03064508],"genre_scores_gemma":[0.97869486,0.0007435019,0.01347067,0.000029540619,0.000017338001,0.00004272242,0.000029868379,0.000030193316,0.0069411993],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999076,0.000030059622,0.0000034562781,0.000010318481,0.00003612315,0.000012467847],"domain_scores_gemma":[0.99982977,0.00008901679,0.000031423133,0.000020051837,0.000020229621,0.000009401486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018364514,0.00036320585,0.00022046716,0.00029282374,0.00022180982,0.00045257417,0.0004129701,0.00066961115,0.0017488961],"category_scores_gemma":[0.0005709107,0.00019164571,0.00030985096,0.00028416797,0.0005588495,0.0005423227,0.0005290249,0.00035614413,0.00034069363],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025124242,0.000033156914,0.0009650359,0.000029134624,0.000008583316,0.0001375054,0.00008030163,0.9672861,0.014449099,0.007230914,0.00014022039,0.009614817],"study_design_scores_gemma":[0.0000032461667,0.00003453499,0.00041626988,0.0000092602995,0.0000045841107,0.00003504964,0.000021351841,0.99610054,0.0017747065,0.0010764082,0.0005194335,0.0000045781303],"about_ca_topic_score_codex":0.0021470594,"about_ca_topic_score_gemma":0.0016653507,"teacher_disagreement_score":0.0021470594,"about_ca_system_score_codex":0.0002459799,"about_ca_system_score_gemma":0.0003116704,"threshold_uncertainty_score":0.005850613},"labels":[],"label_agreement":null},{"id":"W2495985339","doi":"10.5539/mas.v10n9p112","title":"Form-finding Tensegrity Models Approach with Reverse Engineering","year":2016,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tensegrity; Computer science; Flexibility (engineering); Modal; Structural engineering; Mathematics; Engineering; Materials science","score_opus":0.012240465063883573,"score_gpt":0.1718493660546822,"score_spread":0.15960890099079864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2495985339","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004429917,0.0001285278,0.9905696,0.00010520279,0.000018135275,0.000034599452,0.0000727978,0.00025376695,0.004387572],"genre_scores_gemma":[0.21061501,0.0007142734,0.7750258,0.00010519339,0.00004757821,0.00032604786,0.0007274411,0.00034657656,0.012091981],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991417,0.00021039945,0.00006046527,0.00021923656,0.0003095667,0.000058591824],"domain_scores_gemma":[0.99899596,0.0004105021,0.0001190167,0.0002184708,0.00022441549,0.00003169872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008352236,0.0010626627,0.0007455468,0.0016438024,0.0007733665,0.0019861308,0.001728505,0.0009713688,0.0075959777],"category_scores_gemma":[0.0025812627,0.00060637156,0.00237466,0.0009915801,0.0013931865,0.002058438,0.0017058996,0.0012653153,0.0015609605],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051447332,0.000081556725,0.003607789,0.0003667374,0.00009122663,0.00048187832,0.0007154457,0.5625475,0.005613218,0.27164817,0.0033289012,0.15146618],"study_design_scores_gemma":[0.000012988778,0.000037427788,0.000242671,0.000053242507,0.000045234447,0.0002325686,0.00016185566,0.88631433,0.0027500445,0.092740364,0.017385503,0.00002366512],"about_ca_topic_score_codex":0.0051302956,"about_ca_topic_score_gemma":0.004433288,"teacher_disagreement_score":0.0075959777,"about_ca_system_score_codex":0.0008998146,"about_ca_system_score_gemma":0.0013521456,"threshold_uncertainty_score":0.025411129},"labels":[],"label_agreement":null},{"id":"W2496443489","doi":"10.1533/9781845690649.4.428","title":"DEPLOYABLE FRP TAPERED BOX-BEAM BRIDGE","year":2004,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Bridge (graph theory); Structural engineering; Fibre-reinforced plastic; Beam (structure); Box girder; Materials science; Engineering","score_opus":0.009746401659592025,"score_gpt":0.1940653068256151,"score_spread":0.18431890516602306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2496443489","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14438415,0.0004902646,0.75643665,0.00024689882,0.00029438833,0.00008327915,0.00035673036,0.0030487434,0.09465887],"genre_scores_gemma":[0.6804319,0.0006862376,0.23141725,0.00011898728,0.00007749135,0.00013411044,0.0005690425,0.00024986122,0.0863151],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998648,0.000015548974,0.000003517889,0.000021109267,0.00007443115,0.000020519734],"domain_scores_gemma":[0.99989545,0.00001682997,0.000014028453,0.00003682263,0.000025732115,0.00001111534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016569385,0.0005132383,0.00032059554,0.00031167213,0.00025789795,0.00035468276,0.00089448574,0.0006402819,0.008986146],"category_scores_gemma":[0.0002337096,0.00018995217,0.00021542584,0.0002651016,0.00022933478,0.00057962805,0.0005791415,0.0006595191,0.0017855706],"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":[0.0002743553,0.00015419011,0.00081533205,0.00022705129,0.000028864459,0.0006324031,0.00021397605,0.15340345,0.21011068,0.022961792,0.012628357,0.59854954],"study_design_scores_gemma":[0.00011218512,0.0014341219,0.007350133,0.00019600896,0.0000831484,0.0023174032,0.00038964907,0.7370687,0.09578611,0.02023488,0.13495107,0.00007651388],"about_ca_topic_score_codex":0.00076733547,"about_ca_topic_score_gemma":0.0013833072,"teacher_disagreement_score":0.008986146,"about_ca_system_score_codex":0.00020184825,"about_ca_system_score_gemma":0.0001953047,"threshold_uncertainty_score":0.030061662},"labels":[],"label_agreement":null},{"id":"W2505801373","doi":"10.1117/3.626141.p34","title":"The Rotating Quarter-Wave Plate","year":2009,"lang":"en","type":"book-chapter","venue":"SPIE eBooks","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Waveplate; Physics; Optics; History","score_opus":0.012237309631906543,"score_gpt":0.18614189601332073,"score_spread":0.1739045863814142,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2505801373","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0039521214,0.009622192,0.15462144,0.00097623875,0.0020363177,0.000052952728,0.0002677349,0.000941701,0.8275294],"genre_scores_gemma":[0.042291492,0.010516117,0.07612247,0.00038835453,0.0005187657,0.00007313226,0.0004297361,0.00054638356,0.8691135],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999859,0.000014288733,0.0000032802775,0.000019563806,0.00009597847,0.000007834846],"domain_scores_gemma":[0.9999372,0.000013396691,0.0000028981606,0.000021709751,0.00001965968,0.0000052049963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015402067,0.000641872,0.00039813126,0.0005920254,0.00037410524,0.0013247645,0.0007920178,0.000605365,0.023225486],"category_scores_gemma":[0.0002797164,0.0004966385,0.00031980642,0.0005844858,0.00082679995,0.0008034479,0.0005412976,0.0013194287,0.010340989],"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":[0.000039987077,0.000022824466,0.00008861289,0.0001842506,0.000011638567,0.00010976283,0.00011135152,0.013736733,0.017928401,0.45531702,0.11273094,0.39971852],"study_design_scores_gemma":[0.00001071347,0.000042883603,0.0006615698,0.00010461446,0.000014293314,0.0004780297,0.00008054506,0.034285642,0.012346945,0.117652014,0.83428854,0.000034120996],"about_ca_topic_score_codex":0.0009871456,"about_ca_topic_score_gemma":0.0013181174,"teacher_disagreement_score":0.023225486,"about_ca_system_score_codex":0.0004750623,"about_ca_system_score_gemma":0.0005729858,"threshold_uncertainty_score":0.07769698},"labels":[],"label_agreement":null},{"id":"W2507911378","doi":"10.1016/j.dam.2016.10.008","title":"Graph connectivity and universal rigidity of bar frameworks","year":2016,"lang":"en","type":"article","venue":"Discrete Applied Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mathematics; Combinatorics; Constructive; Rigidity (electromagnetism); Vertex (graph theory); Graph; Connectivity; Discrete mathematics; Constructive proof; Computer science","score_opus":0.005330721372478191,"score_gpt":0.188715591078188,"score_spread":0.1833848697057098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2507911378","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52618724,0.0019398795,0.3815762,0.002274525,0.00021685337,0.00006519156,0.0005918008,0.00048891315,0.08665938],"genre_scores_gemma":[0.97250956,0.00075402,0.018855931,0.00029979946,0.00018184191,0.00006743497,0.0003160995,0.00012396285,0.006891233],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99882764,0.00030489505,0.000042923482,0.0002851675,0.00027596953,0.00026345253],"domain_scores_gemma":[0.9963709,0.0016713813,0.0007730711,0.0003365947,0.0003350475,0.0005129349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00096968963,0.00076563295,0.0010955731,0.002960615,0.0023834195,0.0025044468,0.0020203672,0.001998442,0.00961139],"category_scores_gemma":[0.006208375,0.00082155457,0.0010197437,0.0017728388,0.0044186846,0.004295805,0.0034395517,0.0025105055,0.00064026966],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024083058,0.000010584632,0.00014972083,0.000026595759,0.000007064852,0.000027051885,0.000093346855,0.0060655074,0.0003298396,0.9903866,0.0004419771,0.002437647],"study_design_scores_gemma":[0.000008552555,0.000014199493,0.00027792127,0.000015320156,0.000007494155,0.000036581758,0.00007662577,0.013541832,0.00014507648,0.98490095,0.00096328784,0.000012137747],"about_ca_topic_score_codex":0.0028656675,"about_ca_topic_score_gemma":0.0033358622,"teacher_disagreement_score":0.00961139,"about_ca_system_score_codex":0.0009679588,"about_ca_system_score_gemma":0.00072832697,"threshold_uncertainty_score":0.03215331},"labels":[],"label_agreement":null},{"id":"W2547029884","doi":"10.5267/j.esm.2016.7.001","title":"Vibration analysis of a cantilevered trapezoidal moderately thick plate with variable thickness","year":2016,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Vibration; Cantilever; Structural engineering; Acoustics; Variable (mathematics); Materials science; Engineering; Physics; Mathematics; Mathematical analysis","score_opus":0.005767813144712212,"score_gpt":0.17962719070449942,"score_spread":0.1738593775597872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2547029884","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45558137,0.00045308538,0.5391564,0.00009834307,0.000034777397,0.000027589875,0.00003698206,0.00010280037,0.00450878],"genre_scores_gemma":[0.97524375,0.00012783844,0.023339098,0.000009592995,0.000004916567,0.000012883205,0.00001861434,0.000007538941,0.001235696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992526,0.000018439405,0.0000038109974,0.000014201117,0.00003050393,0.00000778996],"domain_scores_gemma":[0.9998708,0.000068321286,0.00002179427,0.000012056296,0.000019468484,0.0000076200567],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019936117,0.00032150766,0.0002028842,0.00022882804,0.0001524245,0.00025073672,0.0003297064,0.000465465,0.00055115164],"category_scores_gemma":[0.0003809985,0.0001292286,0.00033280315,0.00014669093,0.00045978182,0.00019129226,0.00022314067,0.00019312109,0.00007439402],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015338033,0.0000222178,0.0028277694,0.0001813306,0.00004573332,0.00073194946,0.00020261636,0.7886682,0.17786056,0.0060307193,0.00018963257,0.023085866],"study_design_scores_gemma":[0.0000051890966,0.00006256496,0.0010013836,0.000007457114,0.000007855961,0.000092283284,0.000042856856,0.9933949,0.004597642,0.00055715116,0.00022418136,0.000006593821],"about_ca_topic_score_codex":0.0007086574,"about_ca_topic_score_gemma":0.0007132541,"teacher_disagreement_score":0.0007086574,"about_ca_system_score_codex":0.00013123913,"about_ca_system_score_gemma":0.00018083988,"threshold_uncertainty_score":0.0018438101},"labels":[],"label_agreement":null},{"id":"W2547977518","doi":"10.1139/tcsme-2011-0035","title":"KINEMATIC ANALYSIS OF A TRANSLATIONAL 3-DOF TENSEGRITY MECHANISM","year":2011,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","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":true,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Tensegrity; Workspace; Kinematics; Statics; Mechanism (biology); Inertia; Computer science; Cartesian coordinate system; Compliant mechanism; Control theory (sociology); Geometry; Physics; Engineering; Structural engineering; Classical mechanics; Robot; Mathematics; Finite element method; Artificial intelligence","score_opus":0.015293368666323229,"score_gpt":0.18459532587705424,"score_spread":0.16930195721073102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2547977518","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25662518,0.00035454365,0.7300114,0.00009386752,0.00003095263,0.000053694606,0.00006541177,0.00019627303,0.012568603],"genre_scores_gemma":[0.9722429,0.00025421177,0.023629786,0.000014482484,0.000011666049,0.000052206724,0.000044992652,0.000015904912,0.0037338391],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999225,0.000015537242,0.000004019995,0.000012658121,0.000034178687,0.000010993855],"domain_scores_gemma":[0.9999093,0.000025114645,0.000033791097,0.00001203016,0.00001338051,0.000006473916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023395751,0.0002979664,0.00023025367,0.00040327734,0.00020770518,0.00037651492,0.00042255927,0.00035801574,0.0030789976],"category_scores_gemma":[0.00038280885,0.00015703386,0.00036707896,0.00014377483,0.00055029866,0.0003298265,0.00035937843,0.00019577435,0.00031822338],"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":[0.00023379707,0.000036863526,0.0017014494,0.0001592985,0.000040628653,0.000961505,0.0002568214,0.72120804,0.1240759,0.10967258,0.00039274228,0.041260365],"study_design_scores_gemma":[0.000057552603,0.0004428345,0.0020920616,0.000034895536,0.00002492257,0.00039924437,0.000080552076,0.9715325,0.010015026,0.010815413,0.0044681495,0.000036812453],"about_ca_topic_score_codex":0.0006302047,"about_ca_topic_score_gemma":0.000354035,"teacher_disagreement_score":0.0030789976,"about_ca_system_score_codex":0.00017274574,"about_ca_system_score_gemma":0.00027272658,"threshold_uncertainty_score":0.010300279},"labels":[],"label_agreement":null},{"id":"W2559833318","doi":"10.1115/detc2016-59334","title":"Design and Analysis of a Sliding Panel Shape Morphing Mechanism System","year":2016,"lang":"en","type":"article","venue":"","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":"Toronto Metropolitan University","funders":"","keywords":"Hexapod; Morphing; Computer science; Mechanism (biology); Linkage (software); Base (topology); Structural engineering; Control theory (sociology); Engineering; Artificial intelligence; Mathematics; Physics","score_opus":0.022331298487092997,"score_gpt":0.18669986602071337,"score_spread":0.16436856753362036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2559833318","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.084234476,0.0002171466,0.90755045,0.000103412975,0.00003929065,0.000106039544,0.000056361605,0.00037526834,0.0073175277],"genre_scores_gemma":[0.933533,0.00013530164,0.062740326,0.0000181908,0.000009217575,0.00012858327,0.000039241793,0.000014313855,0.0033818723],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998945,0.00001570718,0.000005796701,0.000023289256,0.000043826523,0.000016801663],"domain_scores_gemma":[0.99992,0.000015935446,0.000018196388,0.000013439688,0.000022398655,0.000009906818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019587312,0.00023067601,0.00035839822,0.00024235711,0.00027082907,0.00039917277,0.00061425177,0.00050727016,0.0028132575],"category_scores_gemma":[0.00019146015,0.00018527944,0.00037534305,0.0001323517,0.0002866004,0.00024147096,0.0003737311,0.00023067337,0.00030350132],"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":[0.00018843928,0.000038536662,0.0018992475,0.00021877277,0.00006389972,0.00048836874,0.00014090037,0.71658415,0.17685774,0.023724236,0.0007629576,0.07903277],"study_design_scores_gemma":[0.00002243778,0.00013793077,0.00061802345,0.0000064368014,0.00001749911,0.000081833576,0.000016035132,0.99017906,0.005814578,0.000664995,0.0024320597,0.000009056558],"about_ca_topic_score_codex":0.0009946537,"about_ca_topic_score_gemma":0.00047521564,"teacher_disagreement_score":0.0028132575,"about_ca_system_score_codex":0.00021280779,"about_ca_system_score_gemma":0.00041140371,"threshold_uncertainty_score":0.009411275},"labels":[],"label_agreement":null},{"id":"W2565686132","doi":"10.1139/tcsme-2015-0004","title":"STIFFNESS AND DYNAMIC ANALYSIS OF A PLANAR CLASS-2 TENSEGRITY MECHANISM","year":2015,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tensegrity; Stiffness; Mechanism (biology); Kinematics; Planar; Direct stiffness method; Structural engineering; Basis (linear algebra); Stiffness matrix; Class (philosophy); Computer science; Control theory (sociology); Mathematics; Geometry; Engineering; Physics; Classical mechanics","score_opus":0.01041158898845929,"score_gpt":0.1964556310208638,"score_spread":0.18604404203240452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2565686132","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75949234,0.0004117618,0.22048174,0.00015638318,0.000028248132,0.000059867038,0.00015918493,0.00021536897,0.018995162],"genre_scores_gemma":[0.9929367,0.000103438484,0.0040409416,0.000007827565,0.0000034855063,0.00002044153,0.000025284033,0.000006395,0.002855433],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994946,0.000007845537,0.000002182853,0.00001087438,0.000019206404,0.000010507834],"domain_scores_gemma":[0.99990237,0.000022097849,0.000036174566,0.000013733539,0.000018167768,0.0000075037874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013547,0.00031669435,0.00024878548,0.00040383422,0.00020477246,0.0002988592,0.0003988,0.00050887774,0.002731419],"category_scores_gemma":[0.00033209287,0.00016830415,0.0003231671,0.00019199029,0.00037393623,0.00029307063,0.0003305896,0.0001492455,0.00026378754],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011055804,0.000027134527,0.0020689717,0.00006840251,0.000032291216,0.00060256757,0.00014260903,0.9197791,0.049920272,0.015017743,0.00023902545,0.0119913705],"study_design_scores_gemma":[0.000014112237,0.000094002884,0.0016423283,0.0000069832067,0.000010478986,0.00016223354,0.00006434959,0.9944824,0.0015323424,0.0012325628,0.00073927717,0.00001892127],"about_ca_topic_score_codex":0.0020536215,"about_ca_topic_score_gemma":0.0009793866,"teacher_disagreement_score":0.002731419,"about_ca_system_score_codex":0.00018259611,"about_ca_system_score_gemma":0.00029586515,"threshold_uncertainty_score":0.009137511},"labels":[],"label_agreement":null},{"id":"W25741992","doi":"10.1021/ja512389y","title":"ELASTIC FLEXURAL-TORSIONAL BUCKLING ANALYSIS USING FINITE ELEMENT METHOD AND OBJECT-ORIENTED TECHNOLOGY WITH C/C++","year":2004,"lang":"en","type":"article","venue":"Journal of the American Chemical Society","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Government of Ontario","keywords":"Buckling; Finite element method; Structural engineering; Direct stiffness method; Stiffness; Flexural strength; Bending stiffness; Potential energy; Bending; Eigenvalues and eigenvectors; Beam (structure); Stiffness matrix; Mathematics; Engineering; Classical mechanics; Physics","score_opus":0.004991099325370003,"score_gpt":0.23542976823092343,"score_spread":0.23043866890555342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W25741992","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22169535,0.00007463156,0.76191425,0.00013215048,0.000058519352,0.00019249928,0.0010449049,0.004149418,0.010738258],"genre_scores_gemma":[0.6362352,0.000090305715,0.35305247,0.00004553719,0.00001008166,0.000508725,0.0010727748,0.00057900674,0.008405947],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999043,0.000011612953,0.000006961651,0.00001188422,0.00004999532,0.000015412947],"domain_scores_gemma":[0.9998012,0.00007899895,0.000023710061,0.000033430424,0.00005388509,0.000008765482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030220978,0.0005225318,0.00038697943,0.0006491514,0.00037136898,0.0004104749,0.00081743253,0.0005071824,0.007723828],"category_scores_gemma":[0.0004143878,0.00028876387,0.0004970268,0.0003890238,0.00025203818,0.00034608398,0.00028686173,0.00048781667,0.00087829767],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016722204,0.0002438916,0.003974581,0.00043493888,0.00009682038,0.00020775366,0.0003130167,0.74747837,0.10464846,0.014946454,0.0028641871,0.12462433],"study_design_scores_gemma":[0.000008902133,0.000026704989,0.00045719257,0.0000067178185,0.00000584356,0.00003256939,0.000025666683,0.9871623,0.009462434,0.00086702046,0.0019335567,0.000011187094],"about_ca_topic_score_codex":0.0045875227,"about_ca_topic_score_gemma":0.0077152043,"teacher_disagreement_score":0.007723828,"about_ca_system_score_codex":0.0003109815,"about_ca_system_score_gemma":0.0007386819,"threshold_uncertainty_score":0.025838792},"labels":[],"label_agreement":null},{"id":"W2593180200","doi":"","title":"Modeling and adjoint sensitivity analysis of general anisotropic high frequency structures","year":2017,"lang":"en","type":"dissertation","venue":"MacSphere (McMaster University)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"McMaster University","keywords":"Sensitivity (control systems); Anisotropy; Physics; Mathematics; Engineering; Electronic engineering; Optics","score_opus":0.007759512848259134,"score_gpt":0.1885208302284403,"score_spread":0.18076131738018117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593180200","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008020525,0.000045686345,0.990086,0.00005574509,0.0000074701925,0.000010371097,0.000009427174,0.00007261806,0.0016920177],"genre_scores_gemma":[0.7040222,0.000300613,0.29046974,0.00010062564,0.0000385442,0.00015134494,0.00007091177,0.00014669666,0.0046993145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994098,0.00021622171,0.000012856455,0.00006987764,0.00025041812,0.000040856292],"domain_scores_gemma":[0.99929404,0.00042518982,0.00008354925,0.00006237601,0.00011431291,0.000020462754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010472538,0.00067337824,0.0005068456,0.0005995644,0.00026527833,0.00086269167,0.00053991895,0.00080831157,0.0007393379],"category_scores_gemma":[0.0019731075,0.00044916148,0.0006782493,0.00030006116,0.0010820276,0.0006853529,0.0008725251,0.0007942557,0.00015306477],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001212705,0.000017908711,0.00021122306,0.000031356485,0.0000142721465,0.00004437672,0.0000470176,0.95301914,0.011919556,0.026410887,0.0002178268,0.008054269],"study_design_scores_gemma":[0.0000014998773,0.000006133741,0.000045120163,0.0000024041503,0.0000021721926,0.000011489463,0.0000037249456,0.99358577,0.0013713344,0.0046432014,0.00032389504,0.0000032921128],"about_ca_topic_score_codex":0.0010040757,"about_ca_topic_score_gemma":0.0008033021,"teacher_disagreement_score":0.0010472538,"about_ca_system_score_codex":0.00061006384,"about_ca_system_score_gemma":0.00060243136,"threshold_uncertainty_score":0.0055384636},"labels":[],"label_agreement":null},{"id":"W2594047824","doi":"10.1115/1.4036018","title":"The Postbuckling Behavior of Planar Elastica Constrained by a Deformable Wall","year":2017,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":11,"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":"Azrieli Foundation; Israel Science Foundation","keywords":"Planar; Bridging (networking); Buckling; Finite element method; Computer science; Beam (structure); Mode (computer interface); Element (criminal law); Mechanics; Structural engineering; Classical mechanics; Physics; Engineering","score_opus":0.005488312531317747,"score_gpt":0.1973117634634541,"score_spread":0.19182345093213637,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2594047824","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9138985,0.0002637355,0.07373834,0.00018036936,0.000028927736,0.00002815323,0.00008972995,0.00015216808,0.01162],"genre_scores_gemma":[0.9934296,0.0001261822,0.0032805377,0.000044146647,0.0000065081604,0.000027150561,0.000047684174,0.00002207843,0.003016056],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988246,0.00001556502,0.000004442707,0.000023437298,0.000033499626,0.00004064111],"domain_scores_gemma":[0.99980277,0.00004844865,0.00006901056,0.000027101423,0.00001955726,0.00003309136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016878756,0.00038652262,0.00035582818,0.0004478481,0.0003647785,0.000613362,0.00047675916,0.00075098284,0.0021219137],"category_scores_gemma":[0.0005514107,0.00024802404,0.0003147235,0.00018294221,0.0010048916,0.00056907145,0.00075838086,0.00045106377,0.00030987934],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025814166,0.00017817771,0.004228562,0.00018023969,0.00008770102,0.0014280478,0.00042957504,0.6051155,0.29586992,0.07627689,0.000976847,0.014970426],"study_design_scores_gemma":[0.000014953398,0.00013886986,0.0025840239,0.000020088673,0.000013712553,0.00012951379,0.00011361836,0.9793657,0.009398247,0.0073738075,0.00081555167,0.000031838885],"about_ca_topic_score_codex":0.0018909888,"about_ca_topic_score_gemma":0.001175869,"teacher_disagreement_score":0.0021219137,"about_ca_system_score_codex":0.00027535183,"about_ca_system_score_gemma":0.00032885597,"threshold_uncertainty_score":0.0070985556},"labels":[],"label_agreement":null},{"id":"W2602708746","doi":"10.48550/arxiv.1009.5139","title":"Linear stability analysis of capillary instabilities for concentric cylindrical shells","year":2010,"lang":"en","type":"article","venue":"DSpace@MIT (Massachusetts Institute of Technology)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Concentric; Capillary action; Stability (learning theory); Mechanics; Materials science; Physics; Geometry; Mathematics; Composite material; Computer science","score_opus":0.010884807518914774,"score_gpt":0.22874535841837593,"score_spread":0.21786055089946116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2602708746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77475667,0.00044109556,0.20881282,0.00040954215,0.000021641301,0.000075955686,0.00008468542,0.00023255678,0.015165034],"genre_scores_gemma":[0.9883768,0.000116124735,0.00906337,0.00003339519,0.000014241142,0.00005303568,0.00003584992,0.00003319572,0.002273985],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998306,0.000043246913,0.0000077901295,0.000027352224,0.000052154246,0.000038860857],"domain_scores_gemma":[0.99938965,0.00023168745,0.00016934039,0.000030375191,0.00012476592,0.000054301],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040914875,0.00055831176,0.0003623088,0.0007374648,0.00045642204,0.0007519879,0.00051642756,0.0006454287,0.0010581133],"category_scores_gemma":[0.0016391923,0.00025981336,0.0004910649,0.00023021373,0.0012766728,0.00045616235,0.0010867562,0.0003838591,0.0002019913],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016187817,0.000046187706,0.002679412,0.000102380676,0.000039492807,0.00036426153,0.0003272514,0.8583843,0.06092412,0.069324136,0.0005155553,0.007131031],"study_design_scores_gemma":[0.00000419777,0.000013365368,0.00018491734,0.0000027039976,0.0000019820088,0.000017794704,0.000016191927,0.99594045,0.0011712827,0.0025688405,0.000072177354,0.0000061615724],"about_ca_topic_score_codex":0.0038955552,"about_ca_topic_score_gemma":0.001790927,"teacher_disagreement_score":0.0038955552,"about_ca_system_score_codex":0.00070734567,"about_ca_system_score_gemma":0.00067743147,"threshold_uncertainty_score":0.007745743},"labels":[],"label_agreement":null},{"id":"W2604164654","doi":"10.1061/9780784480397.013","title":"Modeling and Testing of Shear Connections with Beams under Tension Membrane Loading","year":2017,"lang":"en","type":"article","venue":"Structures Congress 2017","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Structural engineering; Stiffness; Deflection (physics); Ultimate tensile strength; Materials science; Shear (geology); Framing (construction); Engineering; Composite material; Physics","score_opus":0.024884204266425423,"score_gpt":0.2421908656584222,"score_spread":0.21730666139199678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2604164654","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9810197,0.00006356296,0.014115793,0.000044457505,0.000013502693,0.000054929267,0.0001338342,0.00019730318,0.0043570916],"genre_scores_gemma":[0.9951153,0.000050390798,0.0032474296,0.0000061326004,0.0000020912555,0.000037719736,0.00006148591,0.00001841287,0.0014610195],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996636,0.000052815987,0.000020706268,0.00006139161,0.00014146483,0.000060047536],"domain_scores_gemma":[0.9995859,0.00015063169,0.0000928492,0.000056031426,0.00006645975,0.00004805038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005218989,0.0008493476,0.00050350354,0.00055025355,0.0004647909,0.00069508504,0.0014887999,0.0016700409,0.0022925406],"category_scores_gemma":[0.0011519053,0.00061767345,0.0007235356,0.00037700197,0.00094112457,0.0007104384,0.00068573706,0.00040068154,0.0005173353],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016290521,0.00006981008,0.0055712704,0.000059664595,0.00001539642,0.00039457332,0.0001755385,0.93418276,0.05412041,0.0005549365,0.00010357612,0.0045891637],"study_design_scores_gemma":[0.000013521578,0.000408059,0.0029633406,0.00001032912,0.000014795177,0.00006515125,0.00007059656,0.98271966,0.013185566,0.00021685816,0.00031976192,0.000012267188],"about_ca_topic_score_codex":0.004213771,"about_ca_topic_score_gemma":0.0031379818,"teacher_disagreement_score":0.004213771,"about_ca_system_score_codex":0.00049061206,"about_ca_system_score_gemma":0.00065429084,"threshold_uncertainty_score":0.008378506},"labels":[],"label_agreement":null},{"id":"W2607496405","doi":"10.5540/03.2017.005.01.0185","title":"Homogeneizacao Assintotica de um Problema Eíptico Multidimensional sobre um Meio Linear Microperiodico","year":2017,"lang":"pt","type":"article","venue":"Proceeding Series of the Brazilian Society of Computational and Applied Mathematics","topic":"Structural Analysis and Optimization","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":"Adidas (Canada)","funders":"","keywords":"Mathematics; Humanities; Physics; Combinatorics; Philosophy","score_opus":0.013404333525669733,"score_gpt":0.23147684207576855,"score_spread":0.21807250855009883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607496405","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.047150455,0.0011221644,0.92829406,0.00077663484,0.000095494834,0.000044149685,0.00009881109,0.00011214439,0.02230608],"genre_scores_gemma":[0.7641471,0.002464671,0.20242031,0.00030780633,0.0001964367,0.00026696682,0.00020054827,0.00021238657,0.029783852],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9995116,0.00010553833,0.000025980782,0.00012576618,0.00018659036,0.000044524182],"domain_scores_gemma":[0.99958354,0.00021185349,0.000049718434,0.000053585543,0.00008118631,0.000020144986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005236374,0.0005637914,0.0006987033,0.0007003389,0.0005227834,0.0015642376,0.00050201913,0.0008225341,0.004005704],"category_scores_gemma":[0.0016251751,0.00034549934,0.0007944502,0.00079639786,0.0015175309,0.0012619171,0.0017080668,0.0010327027,0.00047388166],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010451587,0.000059892736,0.0011189079,0.00082042685,0.00009369537,0.00036847274,0.0007239185,0.34116837,0.09054336,0.5047681,0.0016853776,0.0585449],"study_design_scores_gemma":[0.00002236578,0.00013582032,0.0010007034,0.00010129731,0.00006816025,0.0005517662,0.00044773627,0.7302215,0.0307087,0.21280542,0.023887046,0.000049446062],"about_ca_topic_score_codex":0.0012505263,"about_ca_topic_score_gemma":0.0011977182,"teacher_disagreement_score":0.004005704,"about_ca_system_score_codex":0.0008473869,"about_ca_system_score_gemma":0.0007097986,"threshold_uncertainty_score":0.013400376},"labels":[],"label_agreement":null},{"id":"W2613552794","doi":"","title":"On the computation of seismic energy dissipation in reinforced concrete frame elements","year":2008,"lang":"en","type":"preprint","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Structural Analysis and Optimization","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":"Dissipation; Frame (networking); Computation; Structural engineering; Seismic energy; Reinforced concrete; Energy (signal processing); Computer science; Geology; Geotechnical engineering; Engineering; Physics; Telecommunications","score_opus":0.007999262563166026,"score_gpt":0.20913122669090375,"score_spread":0.20113196412773773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2613552794","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24327692,0.0007483815,0.7421945,0.00078662223,0.00018036294,0.00006804967,0.00012011348,0.00028391517,0.012341126],"genre_scores_gemma":[0.8634439,0.0006198224,0.115128495,0.00012648168,0.00015840773,0.00012061074,0.0001836136,0.00036144405,0.019857142],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977785,0.00007839079,0.000010205914,0.000027156086,0.00007777979,0.000028570337],"domain_scores_gemma":[0.99873596,0.00097191986,0.000056058416,0.00005378709,0.00012355884,0.000058708836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066947745,0.0007568759,0.0010847021,0.00062491384,0.0004659158,0.0008812979,0.00078769255,0.0014100516,0.0025484096],"category_scores_gemma":[0.0039534857,0.00047357864,0.00047257214,0.0006667932,0.0011363687,0.0008384183,0.0011345856,0.0010081447,0.00035650353],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011665151,0.000053177435,0.00053071673,0.000079508995,0.000022274862,0.00010804584,0.00013273793,0.95689285,0.0046564275,0.014753857,0.0007558142,0.021897873],"study_design_scores_gemma":[0.000004875417,0.000008083622,0.000082940795,0.000003470276,0.0000016826029,0.000004215553,0.000007622069,0.9970873,0.00031758062,0.002254897,0.00022547947,0.0000019307004],"about_ca_topic_score_codex":0.0065549463,"about_ca_topic_score_gemma":0.007910049,"teacher_disagreement_score":0.0065549463,"about_ca_system_score_codex":0.00058344693,"about_ca_system_score_gemma":0.00055541296,"threshold_uncertainty_score":0.013033628},"labels":[],"label_agreement":null},{"id":"W2732475084","doi":"10.4050/f-0073-2017-12173","title":"Development of Allowables for Composite Wrinkles","year":2017,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Composite number; Computer science; Materials science; Composite material","score_opus":0.018556368341332962,"score_gpt":0.23391690821630098,"score_spread":0.21536053987496803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2732475084","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16932917,0.00045227638,0.81517327,0.00008861743,0.00003266215,0.00016128317,0.00015759426,0.0005311532,0.014073966],"genre_scores_gemma":[0.76113087,0.00044897446,0.2344455,0.000022274959,0.00002437376,0.00035088326,0.00015287127,0.00018163507,0.0032425255],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992084,0.00012575694,0.000061171304,0.00011381405,0.00043536472,0.00005544384],"domain_scores_gemma":[0.9979013,0.0007647544,0.0005203363,0.0002023607,0.00053980865,0.000071393944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013724477,0.0008999899,0.00041243466,0.0010075191,0.0003315181,0.00057873176,0.00076488947,0.00044409113,0.0015102323],"category_scores_gemma":[0.0034677018,0.00056254823,0.00042829476,0.00022328943,0.00044460577,0.00069912995,0.00070661097,0.0006052886,0.00039253707],"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":[0.00018321877,0.00019294117,0.00686906,0.0006431792,0.000029421319,0.00024902582,0.000308147,0.62115234,0.21505524,0.050022155,0.000678634,0.10461657],"study_design_scores_gemma":[0.000026386742,0.00038361782,0.0022733079,0.000118881595,0.000027965056,0.00015024257,0.00011626732,0.89236283,0.082135975,0.013307626,0.009049906,0.000046913836],"about_ca_topic_score_codex":0.0007037702,"about_ca_topic_score_gemma":0.0016482986,"teacher_disagreement_score":0.0015102323,"about_ca_system_score_codex":0.00042257193,"about_ca_system_score_gemma":0.000820276,"threshold_uncertainty_score":0.0072582364},"labels":[],"label_agreement":null},{"id":"W2733464418","doi":"10.1139/tcsme-2007-0030","title":"KINEMATIC AND DYNAMIC ANALYSIS OF A SPATIAL ONE-DOF FOLDABLE TENSEGRITY MECHANISM","year":2007,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tensegrity; Kinematics; Mechanism (biology); Planar; Displacement (psychology); Workspace; Plane (geometry); Gravitational singularity; Physics; Horizontal plane; Potential energy; Control theory (sociology); Geometry; Classical mechanics; Mathematics; Mathematical analysis; Computer science","score_opus":0.006152360510205097,"score_gpt":0.1892461727359664,"score_spread":0.1830938122257613,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2733464418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81457245,0.00014267694,0.17991354,0.00006815749,0.000013312702,0.000034887482,0.00005690385,0.00014202857,0.005056015],"genre_scores_gemma":[0.9936667,0.000042433527,0.0054874956,0.0000049504165,0.00000167975,0.000013025444,0.000013286021,0.0000036536876,0.0007667981],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999087,0.000014750099,0.0000050825906,0.00001912635,0.000037028,0.000015176331],"domain_scores_gemma":[0.9998834,0.000029077095,0.0000400045,0.000023132061,0.00001676107,0.0000075554613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020484022,0.00027517782,0.00029362077,0.0003897454,0.00018638636,0.00027529197,0.00035980027,0.00035849356,0.0016920012],"category_scores_gemma":[0.00044768976,0.00017255395,0.00038777856,0.00016794825,0.00058740494,0.00025741305,0.00032470725,0.00016545167,0.0001322779],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017762615,0.000029576307,0.001910581,0.00009272336,0.000044743683,0.0008277579,0.00019445708,0.81593853,0.1494876,0.012809388,0.0001009886,0.018385975],"study_design_scores_gemma":[0.000023020957,0.00027403806,0.0025413295,0.000011904566,0.000019724284,0.0002358043,0.00008115527,0.98574245,0.00878281,0.0016177531,0.00065103086,0.000019010567],"about_ca_topic_score_codex":0.0008315119,"about_ca_topic_score_gemma":0.00047447783,"teacher_disagreement_score":0.0016920012,"about_ca_system_score_codex":0.00018301095,"about_ca_system_score_gemma":0.0002360478,"threshold_uncertainty_score":0.0056602955},"labels":[],"label_agreement":null},{"id":"W2751713657","doi":"10.1007/s00493-019-3856-z","title":"The Extremal Function for Bipartite Linklessly Embeddable Graphs","year":2019,"lang":"en","type":"article","venue":"COMBINATORICA","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Bipartite graph; Disjoint sets; Edge-transitive graph; Complete bipartite graph; Graph; Embedding; Pancyclic graph; Cograph","score_opus":0.00429969646013545,"score_gpt":0.17865703529762733,"score_spread":0.17435733883749188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2751713657","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.59911877,0.0016655443,0.3275755,0.002495089,0.0001883206,0.000049056423,0.0004308959,0.00040344073,0.06807343],"genre_scores_gemma":[0.9661167,0.0009135618,0.018128742,0.00024132802,0.00023717139,0.00008132057,0.00032963394,0.00017836003,0.01377324],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994822,0.00022698252,0.000012491434,0.000077978235,0.000101712685,0.000098628734],"domain_scores_gemma":[0.9967534,0.0020792158,0.00040211278,0.00019958775,0.00017806095,0.0003876193],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010631628,0.0011818486,0.00091654557,0.002535501,0.0010002013,0.0023135946,0.0016646436,0.0019741266,0.005494619],"category_scores_gemma":[0.007237617,0.0006446123,0.000529694,0.0011198405,0.0023772381,0.0034233676,0.001626882,0.0021857428,0.00062971574],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015922824,0.00006833251,0.00063386385,0.00012757978,0.000028086242,0.000092462964,0.00014312369,0.031139735,0.0025290893,0.9500921,0.0035580962,0.011428416],"study_design_scores_gemma":[0.000017945114,0.000025775817,0.00058710267,0.000035498444,0.000013853085,0.00008651815,0.00006691204,0.1324599,0.0009025566,0.8646125,0.0011710516,0.000020490019],"about_ca_topic_score_codex":0.0006985475,"about_ca_topic_score_gemma":0.00082488684,"teacher_disagreement_score":0.005494619,"about_ca_system_score_codex":0.0012185664,"about_ca_system_score_gemma":0.00042878627,"threshold_uncertainty_score":0.018381357},"labels":[],"label_agreement":null},{"id":"W2765627290","doi":"10.5539/mer.v7n2p6","title":"Dynamic Characteristics of Hanging Truss Having Shape Memory Alloy Wires","year":2017,"lang":"en","type":"article","venue":"Mechanical Engineering Research","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"SMA*; Shape-memory alloy; Truss; Structural engineering; Vibration; Vibration isolation; Stiffness; Bracing; Materials science; Attenuation; Computer science; Engineering; Acoustics; Composite material; Brace; Physics; Optics","score_opus":0.02478517998360641,"score_gpt":0.29196276409577526,"score_spread":0.26717758411216885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765627290","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9685957,0.00011865895,0.025449336,0.000030368969,0.0000057354523,0.000011915695,0.000045501878,0.0000695946,0.0056731678],"genre_scores_gemma":[0.99800783,0.0000466452,0.0010506482,0.000002738535,0.0000023491805,0.000005665654,0.000039295683,0.0000058018263,0.0008390681],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999558,0.0000059558197,0.0000015115388,0.000009910404,0.000017456665,0.000009371446],"domain_scores_gemma":[0.9998925,0.000026744818,0.00003130402,0.000008327752,0.00002741406,0.000013692353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000708201,0.00019074131,0.00016352472,0.00037147396,0.0001588607,0.00020161743,0.00026544937,0.00025412903,0.0008083443],"category_scores_gemma":[0.0002563755,0.00009811007,0.00015124386,0.00015981132,0.00025481416,0.00022966629,0.00016681223,0.00011250788,0.00013660257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014856222,0.00006376439,0.016951965,0.00010810605,0.000048170456,0.0010158884,0.00027844237,0.73882484,0.21303402,0.00942724,0.00039606242,0.019702941],"study_design_scores_gemma":[0.00000631458,0.00011838863,0.008952236,0.0000057509,0.000011460866,0.0001768955,0.00006789694,0.9822498,0.0071041915,0.00072923343,0.00056413887,0.000013593939],"about_ca_topic_score_codex":0.001457254,"about_ca_topic_score_gemma":0.0012488835,"teacher_disagreement_score":0.001457254,"about_ca_system_score_codex":0.00017105046,"about_ca_system_score_gemma":0.00011895073,"threshold_uncertainty_score":0.0028975606},"labels":[],"label_agreement":null},{"id":"W2766863935","doi":"10.3390/ma10101184","title":"A Mesoscopic Analytical Model to Predict the Onset of Wrinkling in Plain Woven Preforms under Bias Extension Shear Deformation","year":2017,"lang":"en","type":"article","venue":"Materials","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mesoscopic physics; Wrinkle; Materials science; Structural engineering; Shear (geology); Composite number; Composite material; Deformation (meteorology); Instability; Mechanics; Engineering; Physics","score_opus":0.03881539189972776,"score_gpt":0.26361521777413804,"score_spread":0.22479982587441028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766863935","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26351994,0.00048188827,0.71826017,0.00025088873,0.000064055406,0.00014106274,0.00033368875,0.00044320678,0.016505131],"genre_scores_gemma":[0.97064936,0.0003189637,0.024414003,0.000028961751,0.000016309685,0.00013628481,0.000092425784,0.00005431623,0.004289388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999373,0.000009158737,0.000003323246,0.000013804534,0.000023595736,0.000012852757],"domain_scores_gemma":[0.9998803,0.0000388159,0.000026206004,0.00001771963,0.00002778662,0.000009128951],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017365588,0.00047640936,0.00033555483,0.00041314025,0.00025837714,0.00034808106,0.000823166,0.00088013813,0.0011198213],"category_scores_gemma":[0.00041031465,0.00026173028,0.00052105635,0.00023567808,0.00039503255,0.00049801014,0.00024670566,0.00047807826,0.00023790982],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001831648,0.00002989426,0.00067315483,0.000046117544,0.000008007008,0.00014710291,0.000031506053,0.95662385,0.034498814,0.0041849986,0.00014395094,0.003594323],"study_design_scores_gemma":[7.184895e-7,0.000004444673,0.000119162185,9.0897765e-7,8.368226e-7,0.000007309084,0.0000019937459,0.9991351,0.00045278153,0.00021107093,0.000064364336,0.0000013673861],"about_ca_topic_score_codex":0.0031970856,"about_ca_topic_score_gemma":0.0028750354,"teacher_disagreement_score":0.0031970856,"about_ca_system_score_codex":0.00046552872,"about_ca_system_score_gemma":0.00052837335,"threshold_uncertainty_score":0.0063569546},"labels":[],"label_agreement":null},{"id":"W2774877757","doi":"10.1061/9780784479971.107","title":"An Active Deployable Tensegrity-Ring Footbridge System","year":2016,"lang":"en","type":"article","venue":"Earth and Space 2016","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung; York University","keywords":"Tensegrity; Truss; Actuator; Structural engineering; Ring (chemistry); Position (finance); Structural system; Span (engineering); Engineering; Degrees of freedom (physics and chemistry); Computer science; Control engineering; Physics; Electrical engineering","score_opus":0.004540228359684414,"score_gpt":0.17511646647997378,"score_spread":0.17057623812028938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2774877757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7697651,0.00009028683,0.21450041,0.00014433451,0.00006289772,0.00011142887,0.00014531208,0.0007627613,0.014417593],"genre_scores_gemma":[0.98673636,0.00002414529,0.010115313,0.000017304608,0.000005518246,0.00002855797,0.000053300624,0.000007261287,0.0030122653],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999274,0.000011434418,0.0000028860845,0.000017367001,0.000029455923,0.000011531608],"domain_scores_gemma":[0.99993694,0.000008526276,0.00001216917,0.000012566027,0.000012333406,0.000017483275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011982791,0.00023001978,0.00019557621,0.00014893246,0.0002199232,0.00024035395,0.0004997546,0.0002880924,0.002244939],"category_scores_gemma":[0.00012696517,0.00008632232,0.00009907117,0.00008192136,0.00021113757,0.0002522673,0.00038680315,0.00017759217,0.0002766491],"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":[0.00041096835,0.00027498516,0.0026564433,0.00014574575,0.000047531226,0.0007866912,0.00029392017,0.4278112,0.46247268,0.0067075277,0.0017634539,0.09662887],"study_design_scores_gemma":[0.00010880878,0.0015874439,0.0038754367,0.000015854754,0.000029930692,0.00020718954,0.00007121577,0.9259617,0.05968162,0.00097515807,0.0074536363,0.00003194363],"about_ca_topic_score_codex":0.0009431869,"about_ca_topic_score_gemma":0.0013058,"teacher_disagreement_score":0.002244939,"about_ca_system_score_codex":0.00019843379,"about_ca_system_score_gemma":0.00022696352,"threshold_uncertainty_score":0.0075101256},"labels":[],"label_agreement":null},{"id":"W2791627409","doi":"","title":"Towards the Design of Gravity-Based Wind Turbine Foundations","year":2017,"lang":"en","type":"dissertation","venue":"TSpace (University of Toronto)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Turbine; Wind power; Marine engineering; Engineering; Geology; Aerospace engineering; Electrical engineering","score_opus":0.019094611312014346,"score_gpt":0.23731369976034503,"score_spread":0.21821908844833068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791627409","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16541778,0.0004119746,0.81060445,0.00015997245,0.000027929013,0.00014750134,0.00013025937,0.00028688935,0.022813337],"genre_scores_gemma":[0.80103874,0.00047986698,0.19366021,0.00003789631,0.000011894902,0.00013529553,0.00012473855,0.00008025848,0.004431117],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988115,0.000026342135,0.000004361652,0.000015043287,0.000056568373,0.000016430495],"domain_scores_gemma":[0.9999007,0.000018137614,0.000015557274,0.000010277966,0.00004260505,0.000012713521],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020131296,0.0003668796,0.0003197567,0.00033432798,0.00017271066,0.00051628554,0.0006307299,0.00060635764,0.0014566247],"category_scores_gemma":[0.0005402008,0.0003434221,0.00024591753,0.00021558919,0.00040879103,0.0002807929,0.0006074944,0.00040094787,0.0005316224],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022138302,0.000022366921,0.0008747105,0.00008918903,0.0000088562365,0.00010752743,0.00006740378,0.94251025,0.01629868,0.0106302975,0.00065930595,0.02870917],"study_design_scores_gemma":[0.000009381487,0.000074052514,0.00055365084,0.000025058725,0.0000070298875,0.0000425503,0.000046921487,0.9915194,0.0018084205,0.002447124,0.003460067,0.0000063547914],"about_ca_topic_score_codex":0.003996376,"about_ca_topic_score_gemma":0.007413902,"teacher_disagreement_score":0.003996376,"about_ca_system_score_codex":0.00037247821,"about_ca_system_score_gemma":0.0009070976,"threshold_uncertainty_score":0.007946193},"labels":[],"label_agreement":null},{"id":"W2791858315","doi":"10.5539/jmsr.v7n2p1","title":"Shear Resisting Mechanism and Shear Strength Equation for Sandwich Beams","year":2018,"lang":"en","type":"article","venue":"Journal of Materials Science Research","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Shear (geology); Finite element method; Structural engineering; Nonlinear system; Beam (structure); Shear strength (soil); Mechanics; Composite material; Physics; Engineering; Geology","score_opus":0.06835512118569993,"score_gpt":0.35188753830534486,"score_spread":0.28353241711964494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791858315","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07460208,0.00070720504,0.9101194,0.00017565775,0.000058990463,0.0000799879,0.00020821315,0.000110115296,0.013938311],"genre_scores_gemma":[0.7625501,0.0013556961,0.20484702,0.00021099523,0.00003999168,0.00047175784,0.00023611987,0.00007483638,0.030213429],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987376,0.000021517428,0.000007387847,0.000022506802,0.00006342207,0.000011370855],"domain_scores_gemma":[0.99987614,0.000039402108,0.000025640666,0.000014517971,0.0000388627,0.0000054947564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040559293,0.0003862438,0.00024943365,0.0004106575,0.00014665136,0.0003425809,0.00045041885,0.00048483987,0.0033512486],"category_scores_gemma":[0.00055296725,0.0002787141,0.00038539566,0.00016759727,0.00030038028,0.0005101842,0.00038598356,0.00038839344,0.0007178249],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007446193,0.000062477004,0.003442164,0.00038271258,0.00004055787,0.00042538848,0.00039471284,0.45443246,0.23664892,0.23587617,0.0022735589,0.06594647],"study_design_scores_gemma":[0.000008730822,0.000052678606,0.001414168,0.000026707627,0.0000118110665,0.00020755961,0.00004010651,0.9697197,0.01099159,0.01364508,0.003864266,0.000017583608],"about_ca_topic_score_codex":0.0007491048,"about_ca_topic_score_gemma":0.0011342964,"teacher_disagreement_score":0.0033512486,"about_ca_system_score_codex":0.0002572143,"about_ca_system_score_gemma":0.0003964272,"threshold_uncertainty_score":0.011211038},"labels":[],"label_agreement":null},{"id":"W2792799149","doi":"10.1177/0731684417752872","title":"Wrinkle formation during steering in automated fiber placement: Modeling and experimental verification","year":2018,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Materials science; Orthotropic material; Buckling; Aerospace; Composite material; Structural engineering; Stiffness; Composite number; Finite element method; Engineering; Aerospace engineering","score_opus":0.005703806329432363,"score_gpt":0.2009126698253314,"score_spread":0.19520886349589903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792799149","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98368776,0.00008598117,0.014764267,0.000028144468,0.000011301499,0.000041386542,0.0001147801,0.0002031582,0.0010632182],"genre_scores_gemma":[0.99500376,0.00005600339,0.0043406473,0.00000228703,0.0000019208317,0.00002170124,0.00004112834,0.000010911516,0.00052169646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997329,0.0000275857,0.0000108671,0.000047656453,0.00013358421,0.000047442238],"domain_scores_gemma":[0.9992797,0.0002069649,0.00015643745,0.0001452305,0.00017329612,0.000038437614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005265566,0.00046652442,0.00038667888,0.00030996944,0.00033504367,0.0002907787,0.0007457272,0.00069646025,0.0010939873],"category_scores_gemma":[0.0006777146,0.00030791768,0.00032836004,0.00029136785,0.00053691695,0.00040458984,0.00029445952,0.00037699044,0.00023258812],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037717758,0.0007582814,0.0056668115,0.00036119253,0.000024986815,0.0004358187,0.0005384764,0.5965968,0.37309948,0.0009417456,0.0005037461,0.0206955],"study_design_scores_gemma":[0.000022504504,0.00055583584,0.0025066894,0.000008258694,0.00000945717,0.000036891317,0.000056920573,0.87946695,0.11675596,0.00010942917,0.0004532909,0.000017832723],"about_ca_topic_score_codex":0.0027513274,"about_ca_topic_score_gemma":0.003342864,"teacher_disagreement_score":0.0027513274,"about_ca_system_score_codex":0.0004313298,"about_ca_system_score_gemma":0.0005364241,"threshold_uncertainty_score":0.005470693},"labels":[],"label_agreement":null},{"id":"W2800012503","doi":"10.1139/tcsme-2005-0030","title":"DYNAMIC SIMULATION OF A SPATIAL 3-DOF TENSEGRITY MECHANISM","year":2005,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Tensegrity; Holonomic constraints; Mechanism (biology); Nonlinear system; Control theory (sociology); Actuator; Computer science; Work (physics); Motion (physics); Degrees of freedom (physics and chemistry); Compliant mechanism; Classical mechanics; Physics; Engineering; Structural engineering; Mechanical engineering; Artificial intelligence; Finite element method","score_opus":0.005978806063464435,"score_gpt":0.19255326814543156,"score_spread":0.18657446208196712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800012503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90290076,0.00011022404,0.07936265,0.00018412866,0.00002947317,0.00007035479,0.0003805677,0.00023546575,0.016726337],"genre_scores_gemma":[0.99154764,0.00006002356,0.0061854664,0.000015531221,0.0000023060677,0.00004750768,0.00008003878,0.000012138646,0.0020492154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999254,0.00001801202,0.000004150567,0.0000095790565,0.000023284136,0.000019632842],"domain_scores_gemma":[0.9998337,0.00007382708,0.000028843713,0.000018977731,0.000025053829,0.000019535199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000261744,0.00023903645,0.0003368929,0.0003150585,0.0003210063,0.00041123,0.0005577259,0.0008459505,0.0033722026],"category_scores_gemma":[0.0005695677,0.00020531911,0.00040629317,0.0002770197,0.0005519539,0.00036232415,0.0004694374,0.00025847767,0.00021454522],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004052013,0.000019231364,0.0006270338,0.000019799945,0.0000091073625,0.0001425996,0.00005040956,0.99261624,0.0028187367,0.0021409695,0.000082355764,0.0014328706],"study_design_scores_gemma":[0.000015790716,0.000028893613,0.0002760617,0.000003218912,0.000003034814,0.00001991758,0.000028571867,0.9984326,0.0005512918,0.00030196056,0.00033442897,0.000004330524],"about_ca_topic_score_codex":0.005162282,"about_ca_topic_score_gemma":0.0032977187,"teacher_disagreement_score":0.005162282,"about_ca_system_score_codex":0.00026172627,"about_ca_system_score_gemma":0.000531703,"threshold_uncertainty_score":0.011281133},"labels":[],"label_agreement":null},{"id":"W2800440201","doi":"10.1139/tcsme-2000-0019","title":"TRANSIENT RESPONSE OF DEPLOYABLE SPACECRAFT ANTENNA","year":2000,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Transient (computer programming); Nonlinear system; Amplitude; Antenna (radio); Equations of motion; Mathematical analysis; Spacecraft; Transformation (genetics); Modal; Beam (structure); Physics; Control theory (sociology); Finite element method; Modal analysis; Mathematics; Classical mechanics; Computer science","score_opus":0.005881822172098465,"score_gpt":0.17593484041574883,"score_spread":0.17005301824365038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800440201","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92106247,0.0002759533,0.057081506,0.0004293564,0.00005323059,0.000019068908,0.00014560382,0.00037388288,0.020558942],"genre_scores_gemma":[0.99803287,0.000030312496,0.0005017718,0.000016037886,0.000002749005,0.000003693878,0.00002876256,0.000011732841,0.0013721223],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999261,0.000016250107,0.0000019691106,0.00001266778,0.000023310904,0.000019571278],"domain_scores_gemma":[0.9998565,0.000069548856,0.000017500619,0.000013960987,0.000030320713,0.000012144819],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015160134,0.00019455288,0.00017435288,0.0001163479,0.00012630934,0.0002805312,0.00018965808,0.00045235985,0.0021509726],"category_scores_gemma":[0.0006586883,0.00008958609,0.00013283151,0.00010364645,0.000250906,0.0002451006,0.00025584514,0.00028050874,0.00027208534],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009162187,0.00009817567,0.0064625684,0.0001731251,0.000057717476,0.0012511585,0.0009424563,0.71415824,0.22482559,0.016971428,0.0037459482,0.030397445],"study_design_scores_gemma":[0.000010442996,0.00008865438,0.0030495997,0.000012615387,0.0000058609457,0.00010791465,0.00014955986,0.9867098,0.007379331,0.0016941912,0.00078021735,0.00001182885],"about_ca_topic_score_codex":0.0011408944,"about_ca_topic_score_gemma":0.0005493425,"teacher_disagreement_score":0.0021509726,"about_ca_system_score_codex":0.00031760323,"about_ca_system_score_gemma":0.00009685461,"threshold_uncertainty_score":0.0071957707},"labels":[],"label_agreement":null},{"id":"W2801401867","doi":"","title":"Développement d'un ensemble d'ailes à éléments multiples pour la Formule électrique de l'Université Laval","year":2017,"lang":"fr","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Université Laval","keywords":"Physics","score_opus":0.011267901470914957,"score_gpt":0.22101031982044086,"score_spread":0.2097424183495259,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801401867","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09181561,0.0011022034,0.86699164,0.0006809161,0.00035474784,0.00016390902,0.00071186136,0.0019696893,0.03620945],"genre_scores_gemma":[0.4636057,0.0012604416,0.48044434,0.00016325977,0.000078674246,0.00036936457,0.001790096,0.0009035721,0.05138461],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991498,0.000114123875,0.000030850773,0.00015583541,0.000475723,0.00007366164],"domain_scores_gemma":[0.99929285,0.00017877971,0.000039151822,0.000084657266,0.00035640885,0.000048129652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010896282,0.0008623362,0.00074440625,0.0007983605,0.000752688,0.0018533337,0.0010573887,0.0010906793,0.012399318],"category_scores_gemma":[0.0021177318,0.00049016,0.0012149707,0.0007608214,0.0004636514,0.0015905836,0.0012994566,0.0015686083,0.0034796721],"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":[0.000266493,0.00014431475,0.0038580506,0.00078334456,0.00011775258,0.0002785978,0.00071451545,0.55609024,0.08880673,0.042737957,0.0073016617,0.29890022],"study_design_scores_gemma":[0.00004278927,0.00044446578,0.003224175,0.00020491504,0.00007301845,0.00020153428,0.00048612602,0.79413784,0.058540888,0.011361826,0.13118067,0.000101795864],"about_ca_topic_score_codex":0.010206058,"about_ca_topic_score_gemma":0.012382373,"teacher_disagreement_score":0.012399318,"about_ca_system_score_codex":0.0014157561,"about_ca_system_score_gemma":0.0019563688,"threshold_uncertainty_score":0.041479826},"labels":[],"label_agreement":null},{"id":"W2801819274","doi":"10.1139/tcsme-2010-0005","title":"DETERMINATION OF THE ANALYTICAL WORKSPACE BOUNDARIES OF A NOVEL 2-DOF PLANAR TENSEGRITY MECHANISM","year":2010,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Tensegrity; Workspace; Mechanism (biology); Planar; Kinematics; Payload (computing); Inertia; Computer science; Control theory (sociology); Simple (philosophy); Kinematic chain; Control engineering; Topology (electrical circuits); Classical mechanics; Engineering; Structural engineering; Physics; Robot; Artificial intelligence","score_opus":0.008641628744117858,"score_gpt":0.19618323535537746,"score_spread":0.1875416066112596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801819274","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10844282,0.0004621229,0.87980425,0.00008138533,0.000022129992,0.00005043244,0.00004927719,0.00021020033,0.010877401],"genre_scores_gemma":[0.8169466,0.00039102184,0.17939705,0.0000195687,0.000011356796,0.00014192807,0.0000555907,0.000029930958,0.0030068376],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989665,0.000017581318,0.0000059454574,0.00001943289,0.00004446816,0.000015863718],"domain_scores_gemma":[0.99982136,0.000065933564,0.000044589062,0.000027040584,0.000028079787,0.000013014775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031878604,0.00038813343,0.00036577808,0.00043548565,0.0001800601,0.00052838266,0.00070918567,0.0006742789,0.0014830155],"category_scores_gemma":[0.0008476223,0.00025245736,0.0003101335,0.00015314185,0.00047681417,0.0004976831,0.0005989016,0.00029851348,0.0003104524],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018117252,0.00006525552,0.0012284018,0.0003524008,0.000028097917,0.0009427893,0.0003616206,0.53650457,0.2687276,0.12410544,0.00071099127,0.066791765],"study_design_scores_gemma":[0.000049283834,0.00020710798,0.00081782555,0.00006844366,0.00001303898,0.00077684387,0.000084288695,0.9497083,0.02593931,0.016134048,0.0061530787,0.00004855568],"about_ca_topic_score_codex":0.00014462623,"about_ca_topic_score_gemma":0.00014614797,"teacher_disagreement_score":0.0014830155,"about_ca_system_score_codex":0.00014821914,"about_ca_system_score_gemma":0.00036476617,"threshold_uncertainty_score":0.0049611926},"labels":[],"label_agreement":null},{"id":"W2806939378","doi":"10.22363/1815-5235-2018-14-2-105-111","title":"Analytical calculation of the deflection of a beam truss with double bracing","year":2018,"lang":"en","type":"article","venue":"Structural Mechanics of Engineering Constructions and Buildings","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill-Queen's University Press","funders":"","keywords":"Bracing; Truss; Deflection (physics); Structural engineering; Beam (structure); Engineering; Physics; Brace; Classical mechanics","score_opus":0.004912519129409342,"score_gpt":0.1993480050013468,"score_spread":0.19443548587193746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2806939378","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6148819,0.00079897186,0.34075156,0.00032327758,0.000064729276,0.000048385762,0.00014264206,0.00039402678,0.04259448],"genre_scores_gemma":[0.98559546,0.00011970244,0.010741751,0.000012187474,0.0000066476528,0.000013245436,0.000027062415,0.000024197501,0.003459633],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999497,0.000008688271,0.0000013847366,0.0000072559856,0.000022327064,0.00001069332],"domain_scores_gemma":[0.9998394,0.000052652966,0.00002471351,0.000015189208,0.00004912661,0.000018977295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018394587,0.00023874217,0.00022051025,0.00048194223,0.00019474646,0.00024733215,0.0004771199,0.0003919736,0.001922158],"category_scores_gemma":[0.0008263253,0.0001418366,0.00014772602,0.0002771877,0.00049270457,0.00024274264,0.0002922896,0.00028741363,0.00023911758],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004520623,0.000022711618,0.0015220155,0.00010715372,0.000014525417,0.00042741135,0.00013793547,0.89237237,0.031288467,0.05466277,0.0005840455,0.018815497],"study_design_scores_gemma":[0.0000037290292,0.000023642839,0.0006862308,0.000009059515,0.0000034773295,0.00005267656,0.000016942633,0.99367476,0.00182214,0.0030987046,0.0006015967,0.0000070882875],"about_ca_topic_score_codex":0.0031616478,"about_ca_topic_score_gemma":0.0034737133,"teacher_disagreement_score":0.0031616478,"about_ca_system_score_codex":0.000720667,"about_ca_system_score_gemma":0.00041153198,"threshold_uncertainty_score":0.0064302683},"labels":[],"label_agreement":null},{"id":"W2808494026","doi":"10.1177/0266351118779979","title":"A comparison of two algorithms for the simulation of bending-active structures","year":2018,"lang":"en","type":"article","venue":"International Journal of Space Structures","topic":"Structural Analysis and Optimization","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":"University of Manitoba","funders":"Winnipeg Arts Council; Manitoba Arts Council; University of Manitoba","keywords":"Bending; Palette (painting); Computer science; Scale (ratio); Rod; Planar; Bent molecular geometry; Structural engineering; Algorithm; Computational science; Mechanical engineering; Engineering; Computer graphics (images); Physics","score_opus":0.027911724524756987,"score_gpt":0.3653626782050491,"score_spread":0.3374509536802921,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808494026","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07274286,0.001357619,0.8971325,0.0009562728,0.00045192955,0.00026147522,0.0003103289,0.003165918,0.023621017],"genre_scores_gemma":[0.33150005,0.0011980755,0.6602513,0.00030903076,0.00010733555,0.00054664677,0.0007137673,0.00118882,0.004184948],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988612,0.0003276945,0.00008351887,0.0001604496,0.00043773488,0.00012947393],"domain_scores_gemma":[0.9965329,0.0019843753,0.00013445888,0.0004763868,0.00070214167,0.00016968964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018478393,0.0014543226,0.0012376521,0.0012543597,0.0013628775,0.0020003011,0.0025748056,0.0028403047,0.003880943],"category_scores_gemma":[0.007121483,0.00061503623,0.001102231,0.0015635139,0.001128015,0.0023994755,0.0017011281,0.0017547114,0.00094422174],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036127004,0.00032967594,0.0022413537,0.00023702113,0.00010403525,0.00007346005,0.0002962373,0.8498524,0.002743036,0.046560314,0.0034433808,0.09375783],"study_design_scores_gemma":[0.000047063484,0.000059907674,0.00019581827,0.000016663276,0.000009911731,0.000024530294,0.000054204666,0.9928445,0.0009158381,0.0038548296,0.0019640329,0.000012674394],"about_ca_topic_score_codex":0.010580946,"about_ca_topic_score_gemma":0.010541613,"teacher_disagreement_score":0.010580946,"about_ca_system_score_codex":0.0016886307,"about_ca_system_score_gemma":0.0024906893,"threshold_uncertainty_score":0.021038711},"labels":[],"label_agreement":null},{"id":"W2808743718","doi":"10.1016/j.compstruct.2018.06.056","title":"An experimental and numerical study into the development of FRP guyed towers","year":2018,"lang":"en","type":"article","venue":"Composite Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Structural engineering; Geology; Geotechnical engineering; Engineering","score_opus":0.007511720153829468,"score_gpt":0.25613102067726906,"score_spread":0.24861930052343958,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808743718","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939779,0.000029084404,0.0035379147,0.00002053618,0.000012872335,0.000028177476,0.0000774434,0.00005082874,0.002265071],"genre_scores_gemma":[0.99396133,0.000025315894,0.0048205154,0.0000048308907,0.000001742858,0.000014499549,0.00006580536,0.000013842271,0.0010921248],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99934024,0.00010594617,0.000023161492,0.00009234922,0.00033582558,0.00010255833],"domain_scores_gemma":[0.9986572,0.0004193887,0.00017948402,0.00026143924,0.00034160403,0.00014083106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007354222,0.0003996005,0.0003569788,0.0005068456,0.0006454693,0.0004653395,0.0009036225,0.0009192173,0.0018615288],"category_scores_gemma":[0.0019752476,0.00034762506,0.00025168495,0.00040865818,0.00090553105,0.0005735242,0.00039279123,0.0005745282,0.00033176536],"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":[0.0006043523,0.0015700767,0.009049551,0.0001890219,0.000028072376,0.00096597045,0.00078440324,0.17139015,0.7938704,0.004304708,0.00069811865,0.016545191],"study_design_scores_gemma":[0.00017953612,0.0064146756,0.034515515,0.000036034216,0.000041363972,0.000551088,0.0007983448,0.39795107,0.55515856,0.00060592114,0.0036723316,0.000075608106],"about_ca_topic_score_codex":0.002170902,"about_ca_topic_score_gemma":0.0036282819,"teacher_disagreement_score":0.002170902,"about_ca_system_score_codex":0.00066647615,"about_ca_system_score_gemma":0.0004546285,"threshold_uncertainty_score":0.0062274933},"labels":[],"label_agreement":null},{"id":"W2883281617","doi":"10.2737/fpl-gtr-251","title":"Lateral load performance of SIP walls with full bearing","year":2018,"lang":"en","type":"report","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Université Laval","keywords":"Load bearing; Bearing (navigation); Structural engineering; Geology; Computer science; Geotechnical engineering; Engineering; Artificial intelligence","score_opus":0.01060699280780434,"score_gpt":0.20463011516754584,"score_spread":0.1940231223597415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2883281617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981148,0.000026972555,0.0010568167,0.0000033227363,0.0000036267463,0.000003760635,0.00004431735,0.00003060679,0.000715948],"genre_scores_gemma":[0.99861133,0.000023703877,0.0006687455,0.0000045998668,0.0000016408666,0.000006747883,0.00012442833,0.000014462208,0.00054422807],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996289,0.000048865888,0.000023699375,0.000039437513,0.00017479133,0.00008425621],"domain_scores_gemma":[0.99929345,0.00020379614,0.00011395125,0.000103385966,0.00020295264,0.00008233928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004451603,0.00048534732,0.0002911396,0.00047726,0.00023236536,0.0003457112,0.00043030703,0.0003655311,0.0018307475],"category_scores_gemma":[0.0011192327,0.0002231494,0.00020763943,0.0002742951,0.00034683326,0.0005637143,0.000468619,0.00020982407,0.0006306048],"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":[0.0012336383,0.00024185513,0.021852706,0.00015278377,0.000032377022,0.0005048911,0.00022458639,0.05444721,0.8877124,0.00022669889,0.00033167205,0.033039052],"study_design_scores_gemma":[0.00005131532,0.0038363952,0.07719552,0.000037625567,0.000052801497,0.00032608878,0.0005141991,0.07659414,0.83972305,0.00018780732,0.0014144537,0.00006672412],"about_ca_topic_score_codex":0.00058332295,"about_ca_topic_score_gemma":0.0015404902,"teacher_disagreement_score":0.0018307475,"about_ca_system_score_codex":0.0001673884,"about_ca_system_score_gemma":0.00021380497,"threshold_uncertainty_score":0.0061244965},"labels":[],"label_agreement":null},{"id":"W2884210315","doi":"10.1115/1.2004-jun-2","title":"Another Approach to Wind","year":2004,"lang":"en","type":"article","venue":"Mechanical Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nexen (Canada)","funders":"","keywords":"Wind power; Marine engineering; Turbine; Turbine blade; Globe; Engineering; sort; Mechanical engineering; Masonry; Propeller; Blade (archaeology); Horizontal axis; Structural engineering; Computer science; Electrical engineering","score_opus":0.006749272245916899,"score_gpt":0.1688095258879775,"score_spread":0.16206025364206061,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884210315","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004380708,0.012189732,0.23145567,0.03184635,0.011254576,0.00009983951,0.00034208162,0.00042757715,0.7080034],"genre_scores_gemma":[0.2413683,0.027196616,0.15687357,0.014960815,0.009710204,0.0004461706,0.00062139105,0.00070438016,0.54811853],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9994006,0.0001441906,0.000027484692,0.00016077927,0.00019980641,0.00006710604],"domain_scores_gemma":[0.99952054,0.00009905604,0.00003618097,0.00013784399,0.00014228772,0.00006412102],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006664517,0.00080247846,0.0005667671,0.0011951568,0.0022001392,0.0046136496,0.0014174181,0.002440772,0.03147432],"category_scores_gemma":[0.0019709377,0.00029651573,0.0008516569,0.0009150543,0.0038712493,0.0057118405,0.0030793913,0.0033347255,0.007624046],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008551391,0.000012385314,0.00013322392,0.000050177754,0.0000066221023,0.00004995139,0.00022409987,0.00074710604,0.00021143924,0.967723,0.011651022,0.019182438],"study_design_scores_gemma":[0.000009415136,0.000028488817,0.00015031527,0.000103344464,0.0000066007965,0.00016381804,0.00032613194,0.001448459,0.00014648859,0.47992274,0.51768005,0.000014152244],"about_ca_topic_score_codex":0.0022840253,"about_ca_topic_score_gemma":0.0032648523,"teacher_disagreement_score":0.03147432,"about_ca_system_score_codex":0.0013484951,"about_ca_system_score_gemma":0.0013185078,"threshold_uncertainty_score":0.10529208},"labels":[],"label_agreement":null},{"id":"W2884679155","doi":"10.3130/aijs.83.1031","title":"ESTABLISHING STRUCTURAL PROPERTY AND DESIGN METHOD FOR I-SHAPED WOODEN BEAM","year":2018,"lang":"en","type":"article","venue":"Journal of Structural and Construction Engineering (Transactions of AIJ)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Joist; Structural engineering; Beam (structure); Diagonal; Engineering; Deflection (physics); Mathematics","score_opus":0.009770990751417965,"score_gpt":0.21761045573773413,"score_spread":0.20783946498631617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884679155","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0032603578,0.000081294485,0.991964,0.000030873867,0.000021947766,0.000086148386,0.000031413485,0.00021555641,0.004308344],"genre_scores_gemma":[0.17984949,0.0005831251,0.8068629,0.000088917055,0.000043834574,0.0007097298,0.00027729533,0.00014055264,0.011444124],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999424,0.00008693369,0.000033587276,0.0001312662,0.00028737998,0.00003689608],"domain_scores_gemma":[0.99968576,0.00004206905,0.000034175388,0.000029324208,0.00019387432,0.000014710333],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000688491,0.00072798005,0.0004156465,0.000820306,0.00049403147,0.0006384836,0.0010042613,0.0005313015,0.007497001],"category_scores_gemma":[0.0005351222,0.00050760247,0.0008416822,0.00047725256,0.0004917071,0.00070636085,0.0004679238,0.00053178304,0.0016119581],"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":[0.00010566621,0.0001631804,0.005184572,0.0013860416,0.0000671604,0.00048116237,0.0009218985,0.17649475,0.21699642,0.060883228,0.009098882,0.528217],"study_design_scores_gemma":[0.00012377818,0.000806282,0.004715774,0.00015404723,0.00013076374,0.0010205577,0.00047722497,0.8345131,0.059812058,0.013380786,0.08471268,0.00015282759],"about_ca_topic_score_codex":0.0033062415,"about_ca_topic_score_gemma":0.0026291183,"teacher_disagreement_score":0.007497001,"about_ca_system_score_codex":0.0004379203,"about_ca_system_score_gemma":0.00067571143,"threshold_uncertainty_score":0.025080025},"labels":[],"label_agreement":null},{"id":"W2889157825","doi":"10.1142/s0219455419500123","title":"Vibration Frequency Analysis of Beam–Ring Structure for Circular Deployable Truss Antenna","year":2018,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Structural Analysis and Optimization","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 Toronto","funders":"","keywords":"Truss; Antenna (radio); Beam (structure); Vibration; Boundary value problem; Ring (chemistry); Hamilton's principle; Physics; Structural engineering; Mathematics; Acoustics; Engineering; Mathematical analysis; Optics; Telecommunications","score_opus":0.007260294089006249,"score_gpt":0.2263877055497766,"score_spread":0.21912741146077036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889157825","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7103502,0.00080564513,0.27236557,0.00018471667,0.000033295757,0.00002577929,0.00005237583,0.000120777935,0.01606168],"genre_scores_gemma":[0.9947456,0.00011163976,0.003939703,0.000010579637,0.0000050935255,0.000009456106,0.000016643216,0.00000849874,0.0011527102],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999941,0.000011058939,0.000001774339,0.000012425768,0.00002244525,0.000011267533],"domain_scores_gemma":[0.99992347,0.000021762477,0.00002094131,0.0000077305185,0.000020086158,0.0000058947076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001070956,0.00021589012,0.00015544814,0.00033218344,0.00017364859,0.00021604353,0.00026189775,0.00045268337,0.0010829122],"category_scores_gemma":[0.0002609708,0.00011468409,0.0002405128,0.00014530965,0.00039322904,0.0002545051,0.00017383811,0.00020239787,0.00017037363],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015020996,0.00005437739,0.009030959,0.0001773072,0.00003573033,0.00056023634,0.0004480179,0.72458166,0.18564455,0.042091966,0.0009281177,0.036296807],"study_design_scores_gemma":[0.0000043650384,0.000040986135,0.0024898204,0.0000060789753,0.000004240475,0.00006477189,0.00005141941,0.99225885,0.0027990905,0.0018456766,0.00042531238,0.000009355065],"about_ca_topic_score_codex":0.0013348662,"about_ca_topic_score_gemma":0.00076188066,"teacher_disagreement_score":0.0013348662,"about_ca_system_score_codex":0.00026615616,"about_ca_system_score_gemma":0.0001369116,"threshold_uncertainty_score":0.0036227703},"labels":[],"label_agreement":null},{"id":"W2889263021","doi":"10.1016/j.jcde.2018.08.004","title":"Finite element method for the static and dynamic analysis of FRP guyed tower","year":2018,"lang":"en","type":"article","venue":"Journal of Computational Design and Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Manitoba Hydro; University of Windsor","keywords":"Structural engineering; Finite element method; Fibre-reinforced plastic; Equilateral triangle; Serviceability (structure); Engineering; Tower; Vibration; Static analysis; Mathematics; Geometry","score_opus":0.010014018193696307,"score_gpt":0.2484417148035347,"score_spread":0.2384276966098384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889263021","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009185694,0.00018281143,0.98487246,0.00008475826,0.000048275015,0.00010761894,0.00015264798,0.00043896193,0.0049268017],"genre_scores_gemma":[0.2680352,0.00052962994,0.7092842,0.00009509281,0.000031635343,0.0009771625,0.0006965952,0.00031143712,0.020038992],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999627,0.00008768448,0.0000183089,0.000035717923,0.00020762427,0.00002366518],"domain_scores_gemma":[0.9995989,0.0001774233,0.00003398946,0.00003277475,0.00014219023,0.0000147447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000712754,0.0005944519,0.0006819665,0.0006433796,0.0004411373,0.00058889977,0.0011960309,0.0013515346,0.007000191],"category_scores_gemma":[0.00085623394,0.00058966863,0.0010940838,0.0003980161,0.00038845753,0.00048735048,0.00057927845,0.0010437474,0.0021089902],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006869824,0.00009465198,0.0009959516,0.00023990305,0.00005003645,0.00018200435,0.00021053723,0.9105025,0.023353158,0.0107221315,0.0017188292,0.051861558],"study_design_scores_gemma":[0.0000058705605,0.000023836094,0.0001462511,0.000020651056,0.000004143565,0.000024423187,0.000020787613,0.99513054,0.0010270383,0.0004521685,0.0031386234,0.0000056309354],"about_ca_topic_score_codex":0.0041507157,"about_ca_topic_score_gemma":0.0058783316,"teacher_disagreement_score":0.007000191,"about_ca_system_score_codex":0.00051009207,"about_ca_system_score_gemma":0.001048245,"threshold_uncertainty_score":0.02341795},"labels":[],"label_agreement":null},{"id":"W2895935502","doi":"10.1007/978-3-319-97846-8_9","title":"Local and Infinitesimal Rigidities","year":2018,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","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 Windsor","funders":"","keywords":"Infinitesimal; Rigidity (electromagnetism); Mathematics; Structural rigidity; Pure mathematics; Graph; Combinatorics; Discrete mathematics; Mathematical analysis; Physics; Quantum mechanics","score_opus":0.007751005702963019,"score_gpt":0.1677646729066396,"score_spread":0.16001366720367657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2895935502","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0031715443,0.010394483,0.1499367,0.0016931866,0.0012435288,0.000020761998,0.00021428647,0.0002594803,0.83306605],"genre_scores_gemma":[0.07591403,0.015841264,0.03353279,0.0005903586,0.0014003052,0.0001033159,0.00042775087,0.00080779503,0.87138236],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997707,0.000039220336,0.0000072468038,0.000051064886,0.000116042334,0.00001568171],"domain_scores_gemma":[0.9998884,0.0000376022,0.000008848449,0.00003246679,0.000023120774,0.000009511433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002856873,0.0010311671,0.00064420974,0.0008027974,0.0006263488,0.0015153246,0.0007615743,0.0007211689,0.027190225],"category_scores_gemma":[0.0005914687,0.00040405564,0.00042440978,0.0007853605,0.0022339637,0.0020269696,0.0011971256,0.001961656,0.009813871],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032505247,0.00000752844,0.000022006101,0.00007240414,0.0000032336834,0.00001859015,0.000058841077,0.0033261925,0.00046119245,0.9413672,0.018801391,0.035858072],"study_design_scores_gemma":[0.0000020224359,0.0000061598785,0.00009472216,0.000071221424,0.0000045196957,0.0000803328,0.00004245475,0.0037903688,0.00045523804,0.7740118,0.22143273,0.000008495429],"about_ca_topic_score_codex":0.00084401766,"about_ca_topic_score_gemma":0.002090383,"teacher_disagreement_score":0.027190225,"about_ca_system_score_codex":0.0010013379,"about_ca_system_score_gemma":0.0005297485,"threshold_uncertainty_score":0.09096038},"labels":[],"label_agreement":null},{"id":"W2901967197","doi":"10.1155/2018/5260639","title":"Analytical Solution of the Stability Problem for the Truncated Hemispherical Shell under Tensile Loading","year":2018,"lang":"en","type":"article","venue":"Mathematical Problems in Engineering","topic":"Structural Analysis and Optimization","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":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Bifurcation; Shell (structure); Tension (geology); Stability (learning theory); Range (aeronautics); Mathematics; Ultimate tensile strength; Applied mathematics; Structural engineering; Materials science; Computer science; Engineering; Physics; Composite material; Nonlinear system","score_opus":0.019083333353562857,"score_gpt":0.21367644454652765,"score_spread":0.1945931111929648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2901967197","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09078294,0.00055251,0.88045806,0.00035371855,0.000068363595,0.000086065775,0.00014168494,0.00020214632,0.027354551],"genre_scores_gemma":[0.8872198,0.0009832283,0.08724635,0.00009145453,0.00009662361,0.0002755466,0.00023102705,0.00013343789,0.023722567],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99989724,0.000021886284,0.0000060303173,0.000018387755,0.000040100775,0.000016376509],"domain_scores_gemma":[0.9996941,0.00012406723,0.0000537504,0.000019891026,0.00009364407,0.0000145416525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044235698,0.00050322403,0.00053166976,0.00063011044,0.0004803114,0.0006704425,0.0006769078,0.0013362004,0.003683794],"category_scores_gemma":[0.001468482,0.00027435579,0.00054846745,0.000330103,0.00091849983,0.0006572085,0.00072762143,0.0005855751,0.0005993965],"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":[0.00005911122,0.000027614604,0.00069613877,0.00024184755,0.000021961507,0.00040386943,0.000234854,0.8846996,0.024253998,0.0658238,0.001358836,0.02217836],"study_design_scores_gemma":[0.0000039334805,0.000013621913,0.00014985213,0.000011373592,0.0000037357765,0.000069076326,0.000038341754,0.9933844,0.0010156705,0.0048247087,0.00047930575,0.0000059753243],"about_ca_topic_score_codex":0.0021564355,"about_ca_topic_score_gemma":0.0018822915,"teacher_disagreement_score":0.003683794,"about_ca_system_score_codex":0.0005422033,"about_ca_system_score_gemma":0.00091109506,"threshold_uncertainty_score":0.012323558},"labels":[],"label_agreement":null},{"id":"W2902145203","doi":"10.1016/j.jsc.2019.10.015","title":"On the maximal number of real embeddings of minimally rigid graphs in R2, R3 and S2","year":2019,"lang":"lv","type":"article","venue":"Journal of Symbolic Computation","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Horizon 2020; Agence Nationale de la Recherche; European Commission; Horizon 2020 Framework Programme; Alberta Livestock and Meat Agency; Institut national de recherche en informatique et en automatique (INRIA)","keywords":"Mathematics; Combinatorics; Algebraic number; Vertex (graph theory); Upper and lower bounds; Heuristics; Discrete mathematics; Euclidean space; Graph; Mathematical optimization","score_opus":0.005954589595655223,"score_gpt":0.23290226324282906,"score_spread":0.22694767364717383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902145203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8969014,0.00093962136,0.057544544,0.002736224,0.00014416501,0.00006765261,0.0013748761,0.0003951911,0.03989625],"genre_scores_gemma":[0.9715498,0.00041492688,0.021302976,0.00021315803,0.00010822616,0.000107373286,0.0010673138,0.00018572001,0.0050504594],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99810445,0.0005894611,0.00014540624,0.00048769527,0.00032855012,0.00034446633],"domain_scores_gemma":[0.9762271,0.018093921,0.0018368957,0.0012478353,0.00076213497,0.0018321187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023794319,0.001181601,0.0014796829,0.0020862403,0.0028609312,0.004653407,0.0028032826,0.002318042,0.014479725],"category_scores_gemma":[0.015975358,0.0009801581,0.0013801772,0.0014905689,0.004883906,0.0067798616,0.002794378,0.002358092,0.0008483233],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023710665,0.00024613147,0.0077293618,0.00075706973,0.00016118409,0.0004127981,0.0013695944,0.053709265,0.011589742,0.8784774,0.008978315,0.03419807],"study_design_scores_gemma":[0.00018116987,0.00022868406,0.003732752,0.00015032938,0.0001402502,0.0005106183,0.00083050964,0.11498401,0.00654858,0.86845154,0.0041563776,0.00008527528],"about_ca_topic_score_codex":0.0010528844,"about_ca_topic_score_gemma":0.0018359353,"teacher_disagreement_score":0.014479725,"about_ca_system_score_codex":0.001702973,"about_ca_system_score_gemma":0.0011778128,"threshold_uncertainty_score":0.048439503},"labels":[],"label_agreement":null},{"id":"W2910673135","doi":"10.2514/6.2019-1522","title":"Reducing Stress Concentration in the Transition Region of Coilable Ultra-Thin-Shell Booms","year":2019,"lang":"en","type":"article","venue":"AIAA Scitech 2019 Forum","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":11,"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":"Air Force Research Laboratory; Keck Institute for Space Studies; Natural Sciences and Engineering Research Council of Canada; California Institute of Technology","keywords":"Boom; Stress (linguistics); Shell (structure); Materials science; Composite material; Geology; Oceanography","score_opus":0.004972906756741413,"score_gpt":0.18582190005101895,"score_spread":0.18084899329427753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910673135","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98938435,0.000085436455,0.009967429,0.00001635999,0.0000048214015,0.0000046599966,0.000019753443,0.00005526713,0.00046192872],"genre_scores_gemma":[0.9978035,0.000034493616,0.001970012,0.0000043707873,9.99793e-7,0.0000043310165,0.00001947522,0.0000056939907,0.00015708401],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994206,0.0000066913644,0.000002902354,0.0000104179335,0.000018100003,0.000019821908],"domain_scores_gemma":[0.99982136,0.000043095864,0.00007036311,0.000015786944,0.00003127452,0.000018224495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014059349,0.00027706774,0.0002221919,0.0002061766,0.00018174549,0.00026127923,0.00024578554,0.00027811818,0.0004601681],"category_scores_gemma":[0.00026971177,0.00014671555,0.00020912662,0.00013192934,0.00037291646,0.00023710639,0.00022831307,0.00022962579,0.0000752203],"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":[0.00022695788,0.000052779378,0.003266064,0.00007769476,0.000012736873,0.00018999934,0.000099683115,0.05049555,0.9390047,0.00044111084,0.00008584457,0.0060467985],"study_design_scores_gemma":[0.000033458156,0.00089725613,0.028143777,0.000019758787,0.00002727693,0.0001578217,0.00016377869,0.34980786,0.6192636,0.00038018095,0.0010661213,0.000039219045],"about_ca_topic_score_codex":0.00094767363,"about_ca_topic_score_gemma":0.0015181893,"teacher_disagreement_score":0.00094767363,"about_ca_system_score_codex":0.00023219394,"about_ca_system_score_gemma":0.00019294089,"threshold_uncertainty_score":0.0018842816},"labels":[],"label_agreement":null},{"id":"W2911876474","doi":"10.22215/etd/2007-06626","title":"Punching shear strength of interior and edge column-slab connections in CFRP reinforced flat plate structures transferring shear and moment","year":2007,"lang":"en","type":"dissertation","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slab; Structural engineering; Steel plate shear wall; Shear (geology); Punching; Enhanced Data Rates for GSM Evolution; Moment (physics); Shear force; Column (typography); Engineering; Geology; Shear wall; Materials science; Physics; Composite material; Mechanical engineering; Telecommunications; Classical mechanics; Connection (principal bundle)","score_opus":0.006398339516685843,"score_gpt":0.23225340509460202,"score_spread":0.22585506557791618,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2911876474","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940426,0.000058170514,0.0033891865,0.000014529555,0.000005288276,0.000005139317,0.000041121028,0.00003957347,0.0024043694],"genre_scores_gemma":[0.99826944,0.00001804319,0.0007438836,0.0000024348135,8.023315e-7,0.0000024605088,0.000023606688,0.000004635515,0.00093464484],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999217,0.000010913816,0.000002709923,0.000013331052,0.000036846253,0.0000145171225],"domain_scores_gemma":[0.99968743,0.00009762092,0.00006379032,0.000033333603,0.000086615284,0.000031283216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016733047,0.00027473376,0.0001919976,0.00038076413,0.00013842003,0.00026233812,0.00039140493,0.00031500956,0.0023464756],"category_scores_gemma":[0.00054629653,0.00021753405,0.0001414599,0.00020245677,0.00037352275,0.00029409732,0.0001601434,0.00021268791,0.00029302706],"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":[0.001099728,0.00029565956,0.0070109237,0.0001689013,0.000041258743,0.0003391016,0.00030407627,0.19869986,0.7104982,0.0022973872,0.0008459458,0.078398995],"study_design_scores_gemma":[0.000048298036,0.0018523582,0.051440366,0.00005454434,0.00008906408,0.00017294261,0.0003320134,0.49497846,0.44870028,0.0011679401,0.0011187904,0.000044954922],"about_ca_topic_score_codex":0.0009436817,"about_ca_topic_score_gemma":0.0022879927,"teacher_disagreement_score":0.0023464756,"about_ca_system_score_codex":0.00021882549,"about_ca_system_score_gemma":0.00018761164,"threshold_uncertainty_score":0.007849753},"labels":[],"label_agreement":null},{"id":"W2920651715","doi":"","title":"Méthode de décomposition tensorielle pour la calibration de lois de comportement en sciences des matériaux","year":2017,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"","keywords":"Humanities; Mathematics; Physics; Art","score_opus":0.025235589122608634,"score_gpt":0.2554819659083386,"score_spread":0.23024637678572996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2920651715","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0032033245,0.00012000261,0.99545276,0.0001361179,0.000064310916,0.000039336548,0.00012325608,0.00030647303,0.00055441906],"genre_scores_gemma":[0.080567226,0.00059093715,0.9084676,0.00020982661,0.0001277394,0.00045527978,0.0005602227,0.0008409726,0.008180231],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987563,0.0005735535,0.000045679488,0.0002039239,0.00035352528,0.00006698748],"domain_scores_gemma":[0.9969645,0.0016180569,0.00017931467,0.00041757486,0.00066095305,0.00015963413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025624,0.0022137319,0.0012212511,0.0017542738,0.00072411116,0.002153202,0.0014945377,0.0026798907,0.006476256],"category_scores_gemma":[0.006655214,0.0008354728,0.0018308042,0.001015374,0.0014505727,0.0017169359,0.0015342816,0.0049375915,0.0025928693],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004153128,0.00023044398,0.0015938927,0.0007277936,0.00032853006,0.00023755044,0.00040059583,0.49242336,0.048993014,0.1758998,0.009153051,0.2695966],"study_design_scores_gemma":[0.00004111995,0.00004220345,0.00055623165,0.0000397158,0.00002248242,0.00008093551,0.000044663386,0.96509284,0.006224176,0.019518796,0.008298486,0.00003839342],"about_ca_topic_score_codex":0.010792485,"about_ca_topic_score_gemma":0.0077235494,"teacher_disagreement_score":0.010792485,"about_ca_system_score_codex":0.0016405649,"about_ca_system_score_gemma":0.0027975317,"threshold_uncertainty_score":0.021665215},"labels":[],"label_agreement":null},{"id":"W2922037259","doi":"","title":"The design and construction of fabric formed ice shells with bending active frames utilizing principle stress patterns","year":2017,"lang":"en","type":"article","venue":"VUBIR (Vrije Universiteit Brussel)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Bending; Structural engineering; Stress (linguistics); Geology; Materials science; Engineering","score_opus":0.009369060196199073,"score_gpt":0.2007824302927973,"score_spread":0.19141337009659823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2922037259","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39076564,0.00011041002,0.5998804,0.00004918713,0.000026090172,0.00006294718,0.00005982988,0.00010350797,0.008942066],"genre_scores_gemma":[0.84773487,0.00012352395,0.15018289,0.000010641228,0.0000060580155,0.00006238107,0.000048996022,0.000038738905,0.0017918618],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999926,0.000013687654,0.0000029496066,0.000012466079,0.000028390135,0.000016535942],"domain_scores_gemma":[0.9999167,0.000022710403,0.000020736452,0.000008951383,0.000021011661,0.0000098900955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017880312,0.00037325098,0.00024375264,0.00025945468,0.00018045351,0.00042582615,0.00046758872,0.00030106696,0.00059104187],"category_scores_gemma":[0.00025279628,0.00022916537,0.00029303657,0.00016498835,0.00034832806,0.00020311377,0.00031875138,0.0002382192,0.00011513851],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013594395,0.00015615927,0.00427399,0.00018363174,0.000037877715,0.00027860294,0.00026215593,0.62368864,0.25712156,0.019870618,0.0004890989,0.09350167],"study_design_scores_gemma":[0.000022461725,0.000514096,0.0026768302,0.000029941159,0.000026810787,0.0001620026,0.00014110767,0.93130773,0.059048027,0.0024244525,0.00363081,0.000015675221],"about_ca_topic_score_codex":0.00056269945,"about_ca_topic_score_gemma":0.0011123111,"teacher_disagreement_score":0.00059104187,"about_ca_system_score_codex":0.00021942219,"about_ca_system_score_gemma":0.00033962593,"threshold_uncertainty_score":0.0019772053},"labels":[],"label_agreement":null},{"id":"W2947458145","doi":"10.1007/s00454-020-00198-9","title":"Pairing Symmetries for Euclidean and Spherical Frameworks","year":2020,"lang":"en","type":"preprint","venue":"Discrete & Computational Geometry","topic":"Structural 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":"York University","funders":"Core Research for Evolutional Science and Technology; Natural Sciences and Engineering Research Council of Canada; Lancaster University","keywords":"Infinitesimal; Rigidity (electromagnetism); Homogeneous space; Hyperplane; Mathematics; Pure mathematics; Structural rigidity; Euclidean geometry; SPHERES; Combinatorics; Mathematical analysis; Geometry; Physics; Quantum mechanics","score_opus":0.013908485443167959,"score_gpt":0.24650121204830985,"score_spread":0.2325927266051419,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2947458145","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6581168,0.00070931966,0.14781915,0.0017771778,0.00075634755,0.00011771368,0.0004535357,0.0008237336,0.18942623],"genre_scores_gemma":[0.9741746,0.00015977547,0.0145076,0.00023687356,0.000105675266,0.00005234828,0.00018900106,0.00013628395,0.010437789],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99823195,0.00047206515,0.000067957764,0.00025991118,0.00044090112,0.0005272564],"domain_scores_gemma":[0.9987801,0.0002921228,0.00022457766,0.00027071827,0.00013950543,0.00029299638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014949598,0.0005208709,0.00075877085,0.0012798023,0.0024283149,0.0022131253,0.0010982832,0.001500247,0.012996479],"category_scores_gemma":[0.0029657546,0.0004353707,0.0013278541,0.0005515384,0.0030864477,0.003242343,0.0028199914,0.0015666859,0.0011035952],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020311054,0.00000858838,0.00006697775,0.00001315619,0.0000030096314,0.000040580693,0.000057655787,0.0022326857,0.00032847343,0.99497616,0.0005166974,0.0017358491],"study_design_scores_gemma":[0.000025902933,0.000060970284,0.0003637811,0.000022120586,0.000008102304,0.0001231246,0.00022187446,0.015561054,0.00073110074,0.97884095,0.004013107,0.000027929967],"about_ca_topic_score_codex":0.0020895915,"about_ca_topic_score_gemma":0.0022913062,"teacher_disagreement_score":0.012996479,"about_ca_system_score_codex":0.0011427576,"about_ca_system_score_gemma":0.0009068953,"threshold_uncertainty_score":0.043477535},"labels":[],"label_agreement":null},{"id":"W2949428055","doi":"10.32920/ryerson.14638437.v1","title":"Symmetry Adapted Assur Decompositions","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Structural 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; York University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rigidity (electromagnetism); Symmetry (geometry); Matrix (chemical analysis); Mathematics; Pure mathematics; Theoretical physics; Computer science; Algebra over a field; Physics; Geometry; Engineering; Structural engineering; Materials science","score_opus":0.009398336357399529,"score_gpt":0.21208719431889395,"score_spread":0.2026888579614944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949428055","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07454342,0.00069518056,0.8473324,0.0003361914,0.00023894598,0.00010263717,0.00042855126,0.000373014,0.07594952],"genre_scores_gemma":[0.7895653,0.0015565582,0.16062523,0.00058649434,0.00038544074,0.00025087493,0.0008900318,0.0007897286,0.045350276],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9992095,0.00021916447,0.000032318407,0.00014194682,0.0002678418,0.00012913624],"domain_scores_gemma":[0.9993697,0.0001363914,0.00010260529,0.00011162847,0.0001831207,0.000096612006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008285235,0.0011136306,0.00047729164,0.0020387007,0.0007069993,0.001157031,0.0006626311,0.0007237852,0.012633362],"category_scores_gemma":[0.0016085659,0.00027952256,0.0009460206,0.0005928382,0.0016768402,0.0018521573,0.0014979102,0.00134084,0.0021878518],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012930039,0.0000080948685,0.00009125089,0.000023539727,0.000006338333,0.000040534993,0.00006944558,0.0073681576,0.0017967407,0.98125446,0.0010966394,0.008231816],"study_design_scores_gemma":[0.000005793544,0.000025087293,0.0001404337,0.000015256388,0.000004857335,0.000069308146,0.00006990052,0.05752888,0.0011078928,0.93279535,0.008224379,0.000012832914],"about_ca_topic_score_codex":0.00084705796,"about_ca_topic_score_gemma":0.00085586886,"teacher_disagreement_score":0.012633362,"about_ca_system_score_codex":0.0006158295,"about_ca_system_score_gemma":0.00042629338,"threshold_uncertainty_score":0.042262793},"labels":[],"label_agreement":null},{"id":"W2949686746","doi":"10.48550/arxiv.0801.0199","title":"Lawvere completion and separation via closure","year":2007,"lang":"en","type":"preprint","venue":"ArXiv.org","topic":"Structural Analysis and Optimization","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":"York University","funders":"Fundação para a Ciência e a Tecnologia; Universidade de Aveiro","keywords":"Separation (statistics); Closure (psychology); Completion (oil and gas wells); Mathematics; Statistics; Economics; Engineering; Petroleum engineering","score_opus":0.024186311296789727,"score_gpt":0.256597000973062,"score_spread":0.23241068967627226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949686746","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13046189,0.002562214,0.6960671,0.0053734975,0.00029658663,0.000079163416,0.00042629085,0.00046228222,0.16427104],"genre_scores_gemma":[0.9205563,0.0008321887,0.054895476,0.00052453036,0.0004233928,0.00010814885,0.00042265694,0.00014579468,0.022091562],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9979031,0.0005987966,0.000104850355,0.00051034795,0.0006176448,0.00026526998],"domain_scores_gemma":[0.9982796,0.0007206466,0.00013672684,0.00035842223,0.00027640662,0.00022819331],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002459337,0.00043789155,0.0007308979,0.0012331201,0.0018823058,0.003216533,0.00087905786,0.0009940369,0.0057855514],"category_scores_gemma":[0.0032025944,0.0003809716,0.0013959476,0.0007294797,0.0071828067,0.0084015485,0.004104696,0.0033433917,0.00065618334],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000054371785,0.000005475194,0.000040608433,0.000010742219,0.000002977067,0.000012925082,0.00007913255,0.00027384917,0.00014481046,0.99784255,0.00028602802,0.0012954015],"study_design_scores_gemma":[0.0000046233345,0.0000089797895,0.0000988653,0.00000555888,0.0000024682158,0.000034613553,0.000040942057,0.0023282378,0.00023624247,0.99363166,0.0036016423,0.0000062335926],"about_ca_topic_score_codex":0.0015180042,"about_ca_topic_score_gemma":0.0011003908,"teacher_disagreement_score":0.0057855514,"about_ca_system_score_codex":0.0018667625,"about_ca_system_score_gemma":0.0012589283,"threshold_uncertainty_score":0.019354582},"labels":[],"label_agreement":null},{"id":"W2950175318","doi":"10.48550/arxiv.math/0011180","title":"On the Topology of Fibrations with Section and Free Loop Spaces","year":2000,"lang":"en","type":"preprint","venue":"ArXiv.org","topic":"Structural 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":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibration; Section (typography); SPHERES; Topology (electrical circuits); Loop (graph theory); Fiber bundle; Mathematics; Spectral sequence; Fiber; Pure mathematics; Theoretical physics; Computer science; Physics; Materials science; Combinatorics; Homotopy; Composite material","score_opus":0.013255417901939346,"score_gpt":0.1973581054969589,"score_spread":0.18410268759501955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2950175318","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7363133,0.004420593,0.17959073,0.0014662262,0.00019184158,0.000037228157,0.00027532215,0.00013042137,0.07757432],"genre_scores_gemma":[0.96317136,0.0019679135,0.020022333,0.00015874497,0.00026743097,0.000040972187,0.000252389,0.00006496292,0.014054002],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9995178,0.00016542322,0.000019173303,0.00009340174,0.00012511425,0.00007911647],"domain_scores_gemma":[0.9982784,0.00070848805,0.0002939839,0.00012018817,0.00025401358,0.0003450637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011657448,0.00074408494,0.00047144463,0.0026076871,0.0009647369,0.0018301855,0.0006072512,0.0006375615,0.004198185],"category_scores_gemma":[0.0029981364,0.000289009,0.00036997302,0.001194362,0.0029976661,0.0047606644,0.002393765,0.001012422,0.00051006535],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031404546,0.000018313114,0.0006832892,0.00003607082,0.000008449437,0.00013388229,0.00036063514,0.0028824245,0.001748991,0.987015,0.00047553246,0.0066059064],"study_design_scores_gemma":[0.00000834707,0.000048728005,0.0012022167,0.000020652245,0.000008373366,0.00025327044,0.00020973441,0.011270267,0.00086765765,0.98243296,0.0036647692,0.000012997376],"about_ca_topic_score_codex":0.00082342804,"about_ca_topic_score_gemma":0.0007777291,"teacher_disagreement_score":0.004198185,"about_ca_system_score_codex":0.00070277794,"about_ca_system_score_gemma":0.00029264763,"threshold_uncertainty_score":0.014044344},"labels":[],"label_agreement":null},{"id":"W2950855472","doi":"10.48550/arxiv.0801.4113","title":"Geometric Properties of Assur Graphs","year":2008,"lang":"en","type":"preprint","venue":"arXiv (Cornell University)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Characterization (materials science); Focus (optics); Mathematics; Link (geometry); Combinatorics; Physics","score_opus":0.05501464821924974,"score_gpt":0.14055782270505202,"score_spread":0.08554317448580227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2950855472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74590987,0.00055613136,0.18794423,0.0004245324,0.00007544705,0.00007251653,0.00020398175,0.00029700063,0.06451647],"genre_scores_gemma":[0.9799453,0.00026473208,0.013646853,0.0001015836,0.000045262466,0.000034513992,0.00017383754,0.00005852982,0.005729433],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9995621,0.00007687741,0.000017490893,0.000103391285,0.00017512619,0.00006499195],"domain_scores_gemma":[0.999485,0.0001245365,0.00013257095,0.000059082693,0.00010309247,0.000095625146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029227344,0.0005427284,0.00035495,0.0015473525,0.0013608717,0.0012712658,0.0006628206,0.0007258305,0.0055044116],"category_scores_gemma":[0.0011432029,0.00026281126,0.0004721651,0.0005308062,0.001827214,0.0013370515,0.0011120542,0.00070386945,0.0004921446],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014642579,0.000009234051,0.00037649894,0.000030066689,0.0000068128998,0.0001261916,0.00013279957,0.008823862,0.0032071704,0.9810611,0.0003421076,0.005869417],"study_design_scores_gemma":[0.000007042589,0.000042047828,0.0008228401,0.000017678865,0.000010265784,0.00041072437,0.00023967329,0.035686918,0.002073975,0.95390034,0.006764475,0.000024078705],"about_ca_topic_score_codex":0.0009227972,"about_ca_topic_score_gemma":0.0009588133,"teacher_disagreement_score":0.0055044116,"about_ca_system_score_codex":0.00048660362,"about_ca_system_score_gemma":0.00024079435,"threshold_uncertainty_score":0.01841408},"labels":[],"label_agreement":null},{"id":"W2951498608","doi":"10.82308/24430","title":"Control of an overactuated cable-driven parallel manipulator","year":2006,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Control theory (sociology); PID controller; Robustness (evolution); Cascade; Control system; Feed forward; Inner loop; Control engineering; Engineering; Controller (irrigation); Gain scheduling; Computer science; Temperature control; Control (management)","score_opus":0.007600475313482728,"score_gpt":0.18885172582646864,"score_spread":0.1812512505129859,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2951498608","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29837653,0.00017421966,0.68156415,0.00018190872,0.00009870323,0.00011675869,0.000103657454,0.00088517315,0.01849884],"genre_scores_gemma":[0.97397965,0.0001253993,0.017507873,0.00002313854,0.000022406846,0.00009355366,0.00004223838,0.000014536235,0.008191302],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99983585,0.000026415026,0.0000052674745,0.00005138375,0.000060469843,0.00002064659],"domain_scores_gemma":[0.99979573,0.0000443613,0.000072714545,0.000019899157,0.000046084704,0.000021212014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003321312,0.0006371812,0.00028055153,0.00021832781,0.00043273665,0.0004986331,0.0006453561,0.0004096768,0.001853615],"category_scores_gemma":[0.00039851156,0.00028839053,0.00022056114,0.00022175253,0.00051406847,0.0003366505,0.0006681466,0.0004509625,0.00026992348],"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":[0.00031332113,0.0000827238,0.0008494475,0.00015963825,0.000053131032,0.0005540543,0.00023058939,0.8625056,0.08164486,0.009642296,0.00090081675,0.043063503],"study_design_scores_gemma":[0.000051723106,0.00050445,0.00051546306,0.000007886226,0.000012169174,0.00007687532,0.000025761772,0.9910114,0.004854376,0.0010378421,0.0018899238,0.000012070281],"about_ca_topic_score_codex":0.0040094554,"about_ca_topic_score_gemma":0.0032375893,"teacher_disagreement_score":0.0040094554,"about_ca_system_score_codex":0.00037544913,"about_ca_system_score_gemma":0.0006423854,"threshold_uncertainty_score":0.00797224},"labels":[],"label_agreement":null},{"id":"W2951667097","doi":"10.48550/arxiv.1504.00578","title":"Universal Rigidity of Bar Frameworks via the Geometry of Spectrahedra","year":2015,"lang":"en","type":"preprint","venue":"arXiv (Cornell University)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Combinatorics; Mathematics; Affine transformation; Affine space; Intersection (aeronautics); Rigidity (electromagnetism); Euclidean space; Graph; Euclidean geometry; Geometry; Physics; Quantum mechanics","score_opus":0.029945443127626464,"score_gpt":0.16221920163817088,"score_spread":0.13227375851054443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2951667097","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41764858,0.0008519544,0.5064364,0.0007144366,0.0001629052,0.00008302415,0.000520763,0.000492906,0.07308899],"genre_scores_gemma":[0.94953287,0.00035209573,0.0450309,0.00014390708,0.00009716118,0.00006205418,0.00035441353,0.000082122715,0.004344449],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9982527,0.00038852682,0.00010918,0.000447734,0.0005070591,0.000294786],"domain_scores_gemma":[0.99855083,0.00042619638,0.00027626456,0.00023424119,0.00022050951,0.00029202877],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010264693,0.00055868167,0.000616089,0.0016062044,0.0016046056,0.0024943112,0.0011921392,0.0008756471,0.0042387345],"category_scores_gemma":[0.0026049812,0.00050810905,0.0011560082,0.00091162865,0.0040386817,0.0039499965,0.003602696,0.0019128959,0.0005150327],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022062068,0.000010603673,0.00025013415,0.000025828986,0.0000068425707,0.00009171643,0.00023240923,0.006570024,0.0011106621,0.9872497,0.00033035132,0.004099709],"study_design_scores_gemma":[0.000013796096,0.000050714367,0.00060584844,0.000028971148,0.000011203852,0.00019142982,0.0003195337,0.035524547,0.0008947897,0.9579314,0.0043929624,0.000034867313],"about_ca_topic_score_codex":0.0022983295,"about_ca_topic_score_gemma":0.0019806402,"teacher_disagreement_score":0.0042387345,"about_ca_system_score_codex":0.0013009346,"about_ca_system_score_gemma":0.00065787585,"threshold_uncertainty_score":0.014179945},"labels":[],"label_agreement":null},{"id":"W2952171248","doi":"10.55016/ojs/cdm.v9i1.62183","title":"The rigidity of periodic frameworks as graphs on a fixed torus","year":2014,"lang":"en","type":"preprint","venue":"Contributions to Discrete Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Torus; Infinitesimal; Rigidity (electromagnetism); Mathematics; Pure mathematics; Geometry; Mathematical analysis; Structural engineering; Engineering","score_opus":0.00675325704669728,"score_gpt":0.25773424508849585,"score_spread":0.2509809880417986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2952171248","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61520994,0.0011493484,0.29566953,0.0012010387,0.000264112,0.00010565271,0.00076114904,0.0005607501,0.085078545],"genre_scores_gemma":[0.97108793,0.0004209906,0.022777498,0.0001423262,0.000095295385,0.00007577827,0.00027866487,0.000107754415,0.0050138114],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99924433,0.00015885476,0.000032018546,0.00018427335,0.0001890481,0.00019147695],"domain_scores_gemma":[0.99891603,0.00030146184,0.00022677434,0.00022715551,0.00011208161,0.0002166161],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005590144,0.0005962234,0.00060571625,0.0014623405,0.001565487,0.0016167015,0.0010996577,0.0011555204,0.0049235434],"category_scores_gemma":[0.00229949,0.00039550598,0.0009261448,0.0008704363,0.0030394979,0.0029533273,0.001970694,0.0013550874,0.00043525762],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018250052,0.0000069134157,0.00017122974,0.000027556782,0.0000067240844,0.00012408945,0.00010956152,0.009627788,0.0013684388,0.9859115,0.00058575504,0.0020421438],"study_design_scores_gemma":[0.000013155329,0.000035727135,0.0006574144,0.000024259594,0.00001240971,0.00028401494,0.00022185419,0.036212984,0.0007434517,0.9578465,0.0039200117,0.00002824371],"about_ca_topic_score_codex":0.0016739037,"about_ca_topic_score_gemma":0.0017743575,"teacher_disagreement_score":0.0049235434,"about_ca_system_score_codex":0.0009139642,"about_ca_system_score_gemma":0.0005075347,"threshold_uncertainty_score":0.01647091},"labels":[],"label_agreement":null},{"id":"W2953304270","doi":"10.1016/j.comgeo.2004.07.003","title":"Planar minimally rigid graphs and pseudo-triangulations","year":2004,"lang":"en","type":"article","venue":"Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":94,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; Deutsche Forschungsgemeinschaft; Ministerio de Ciencia y Tecnología; McGill University; National Institutes of Health; National Science Foundation","keywords":"Planar graph; Embedding; Combinatorics; Mathematical proof; Planar; Generalization; Rigidity (electromagnetism); Mathematics; Statement (logic); Plane (geometry); Book embedding; Discrete mathematics; Computer science; Graph; Chordal graph; 1-planar graph; Geometry; Physics; Artificial intelligence; Computer graphics (images); Mathematical analysis","score_opus":0.006361768937535068,"score_gpt":0.20212057447444132,"score_spread":0.19575880553690625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953304270","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07981372,0.0013396945,0.88405603,0.0010106007,0.00018706772,0.00005879766,0.00038014955,0.0002983313,0.03285568],"genre_scores_gemma":[0.7217486,0.0028077695,0.24325296,0.00063789,0.00037767758,0.00022542047,0.0010427468,0.00039482058,0.029512132],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99954635,0.00017680405,0.000016280148,0.00009685208,0.00012717072,0.000036549936],"domain_scores_gemma":[0.99894863,0.00045762505,0.00019041088,0.00018177401,0.00014751058,0.000074009055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036636423,0.000730511,0.00053927297,0.0016472068,0.0008941959,0.0014020123,0.0013547466,0.0011847487,0.007033595],"category_scores_gemma":[0.003278114,0.00063681515,0.0006841727,0.0013779321,0.0020765432,0.0023997608,0.0017606632,0.0017522575,0.0010335846],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030213047,0.000012081076,0.0001565785,0.000057884074,0.000010598518,0.000058989554,0.00012029381,0.021041546,0.0011421413,0.957203,0.0017217445,0.018445017],"study_design_scores_gemma":[0.0000058013893,0.000009545173,0.00014640427,0.000009343028,0.000004820592,0.00007673022,0.00005998423,0.026241742,0.00030288234,0.9697483,0.00338641,0.000007887963],"about_ca_topic_score_codex":0.0008376565,"about_ca_topic_score_gemma":0.0012485303,"teacher_disagreement_score":0.007033595,"about_ca_system_score_codex":0.00047527972,"about_ca_system_score_gemma":0.0003143981,"threshold_uncertainty_score":0.023529708},"labels":[],"label_agreement":null},{"id":"W2956137136","doi":"","title":"Développement d'un connecteur Rigide-Ductile-Économique pour dalles composites en bas lamellé-croisé et béton pour les bâtiments multiétages","year":2019,"lang":"fr","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ton; Geography","score_opus":0.013182794054526466,"score_gpt":0.23375363180760722,"score_spread":0.22057083775308076,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2956137136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72191286,0.0058249794,0.2143619,0.00064168975,0.0008807565,0.00043435924,0.000615705,0.0017103276,0.05361743],"genre_scores_gemma":[0.7947269,0.002336752,0.13567206,0.0001728922,0.00006205136,0.00038167188,0.00061118306,0.00042247912,0.065614],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993567,0.000032411077,0.000022444654,0.00011086031,0.0003985861,0.00007902499],"domain_scores_gemma":[0.99951553,0.00006867465,0.000083598214,0.00004326133,0.00021128867,0.00007757968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066228356,0.0007157913,0.0004634468,0.0011005863,0.0005388912,0.0013136914,0.000769935,0.0010620812,0.0058840886],"category_scores_gemma":[0.0006854326,0.0005194113,0.00066302216,0.00060723093,0.00041046884,0.0011371986,0.0006347867,0.0010932372,0.0017035471],"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":[0.00014047528,0.00021291088,0.0023758619,0.00078941917,0.00003771654,0.0005786844,0.0004720158,0.013747851,0.9046539,0.004971474,0.0016817733,0.07033781],"study_design_scores_gemma":[0.00006195405,0.0012783137,0.013009356,0.00024866374,0.00012173252,0.00089098245,0.00068928197,0.039042406,0.788208,0.0010746623,0.15523477,0.00013983961],"about_ca_topic_score_codex":0.0028089427,"about_ca_topic_score_gemma":0.010678892,"teacher_disagreement_score":0.0058840886,"about_ca_system_score_codex":0.00095684984,"about_ca_system_score_gemma":0.00083080074,"threshold_uncertainty_score":0.019684196},"labels":[],"label_agreement":null},{"id":"W2961715688","doi":"10.1007/s00454-022-00477-7","title":"Dense Graphs Have Rigid Parts","year":2023,"lang":"en","type":"article","venue":"Discrete & Computational Geometry","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Mathematics; Combinatorics; Embedding; Omega; Line graph; Infinitesimal; Connection (principal bundle); Discrete mathematics; Graph; Rigidity (electromagnetism); Computer science; Geometry","score_opus":0.010170556963319864,"score_gpt":0.23226853770417377,"score_spread":0.2220979807408539,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2961715688","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21112362,0.00094344676,0.5621836,0.0023261982,0.00066994404,0.00028434576,0.0017541967,0.0016933186,0.21902132],"genre_scores_gemma":[0.8556086,0.0007600717,0.07143148,0.00143725,0.00028859495,0.00024934378,0.0020903116,0.00082965236,0.06730469],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9990976,0.00012659981,0.000030975163,0.0003344383,0.00022862521,0.00018176765],"domain_scores_gemma":[0.9970919,0.00089875207,0.0003033125,0.00083518756,0.0004483091,0.00042246285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035906167,0.0010904418,0.0010533736,0.0018962754,0.0020383582,0.0022338128,0.0013380361,0.0018764408,0.023623582],"category_scores_gemma":[0.0031565726,0.0012323644,0.0010191168,0.0013992744,0.0027658488,0.004620421,0.0028034295,0.0029696939,0.004531083],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008366025,0.000063078674,0.0005986731,0.00013711928,0.000028737457,0.0002545392,0.00040601534,0.00445967,0.0035215395,0.96396935,0.0065131993,0.019964384],"study_design_scores_gemma":[0.000020354191,0.000038090155,0.00058728125,0.000029204426,0.000023310395,0.00033237986,0.00028556204,0.0072800056,0.0019205572,0.9796072,0.009859635,0.00001644318],"about_ca_topic_score_codex":0.0016141982,"about_ca_topic_score_gemma":0.0025122962,"teacher_disagreement_score":0.023623582,"about_ca_system_score_codex":0.00064401946,"about_ca_system_score_gemma":0.00051631854,"threshold_uncertainty_score":0.079028785},"labels":[],"label_agreement":null},{"id":"W2962106604","doi":"10.1177/1077546319862445","title":"Active vibration control of a polyvinylidene fluoride laminated membrane plate mirror","year":2019,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Structural Analysis and Optimization","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":"McGill University","funders":"National Natural Science Foundation of China","keywords":"Polyvinylidene fluoride; Actuator; Active vibration control; Vibration; Vibration control; Engineering; Modal; Attitude control; Control theory (sociology); Acoustics; Materials science; Computer science; Control engineering; Physics; Control (management)","score_opus":0.002896602928730955,"score_gpt":0.182153996527383,"score_spread":0.17925739359865206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2962106604","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6724784,0.00028333243,0.32263178,0.00016980445,0.000059939357,0.000042774638,0.00004345301,0.00026723061,0.004023302],"genre_scores_gemma":[0.99413186,0.00003179694,0.0053272154,0.000004567618,0.0000024692672,0.000009897342,0.000004490337,0.0000015937118,0.00048597547],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999915,0.000014198345,0.00000509084,0.00002068605,0.000034010005,0.00001106533],"domain_scores_gemma":[0.9998896,0.000028216464,0.000044000946,0.000008995468,0.000022545311,0.0000066904013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016151115,0.00025366156,0.0002123969,0.00008658985,0.00015851267,0.0002526023,0.0003779408,0.00028647174,0.00049676344],"category_scores_gemma":[0.00018467131,0.00009562888,0.00018799736,0.000056375764,0.00021842193,0.00013633736,0.0001910473,0.0001778789,0.00008999562],"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":[0.00027511385,0.0000611017,0.0007366716,0.00012979654,0.000029825398,0.00024400483,0.00010674582,0.12526707,0.8369801,0.0018050281,0.00024231708,0.034122244],"study_design_scores_gemma":[0.000023061912,0.00039782442,0.0009217381,0.0000059396334,0.000010598241,0.000046904643,0.000018007971,0.94346046,0.054487657,0.00023962546,0.00037778958,0.0000103209695],"about_ca_topic_score_codex":0.0013407412,"about_ca_topic_score_gemma":0.0010471222,"teacher_disagreement_score":0.0013407412,"about_ca_system_score_codex":0.00023497222,"about_ca_system_score_gemma":0.00023242542,"threshold_uncertainty_score":0.0026658773},"labels":[],"label_agreement":null},{"id":"W2962701985","doi":"10.1016/j.ijsolstr.2008.09.023","title":"When is a symmetric pin-jointed framework isostatic?","year":2008,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Symmetry (geometry); Point group; Point (geometry); Group (periodic table); Representation (politics); Symmetry operation; Symmetry group; Group representation; Hot isostatic pressing; Mathematics; Geometry; Physics; Materials science; Composite material; Law; Quantum mechanics","score_opus":0.010042133313140736,"score_gpt":0.23722603362094716,"score_spread":0.2271839003078064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2962701985","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5604722,0.0019585283,0.23838249,0.010650011,0.001519943,0.00012870067,0.00067035755,0.0005989631,0.1856188],"genre_scores_gemma":[0.9808013,0.0004850225,0.008981709,0.00051260105,0.00021741666,0.000032845262,0.00015678507,0.00019561258,0.008616735],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993843,0.000088100845,0.000020700383,0.00016732975,0.00016357985,0.00017599856],"domain_scores_gemma":[0.9992694,0.0001483941,0.00012742718,0.0001468661,0.0001477754,0.00016006714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073484425,0.00041534746,0.0009485684,0.0005700184,0.00096731546,0.0020286418,0.0012394659,0.0016901619,0.011614647],"category_scores_gemma":[0.0041749203,0.00056404993,0.00040524296,0.0005002994,0.0030248684,0.005451901,0.0015497768,0.0013109142,0.0015731233],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002728991,0.00007992427,0.0019012577,0.0002215641,0.000047719725,0.0005843984,0.00039336184,0.030707795,0.00486796,0.8857964,0.008502368,0.0666244],"study_design_scores_gemma":[0.000086476146,0.00011600072,0.0037362294,0.000083917126,0.000040344363,0.00076350494,0.0016300894,0.066151954,0.002028919,0.9078939,0.017386567,0.00008205969],"about_ca_topic_score_codex":0.0017296044,"about_ca_topic_score_gemma":0.002331434,"teacher_disagreement_score":0.011614647,"about_ca_system_score_codex":0.00043888425,"about_ca_system_score_gemma":0.0008198242,"threshold_uncertainty_score":0.038854897},"labels":[],"label_agreement":null},{"id":"W2962883236","doi":"","title":"Nucleation-free $3D$ rigidity","year":2013,"lang":"en","type":"article","venue":"Smith ScholarWorks (Smith College)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":8,"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":"Division of Computing and Communication Foundations; Directorate for Computer and Information Science and Engineering; National Institute of General Medical Sciences; Defense Advanced Research Projects Agency; McGill University; National Science Foundation","keywords":"Rigidity (electromagnetism); Nucleation; Enhanced Data Rates for GSM Evolution; Combinatorics; Mathematics; Discrete mathematics; Computer science; Physics; Artificial intelligence; Quantum mechanics","score_opus":0.003564838649793182,"score_gpt":0.16499421206963674,"score_spread":0.16142937341984356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2962883236","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19606845,0.0015230473,0.46881548,0.0009500445,0.00024940795,0.00010048997,0.0014675352,0.0008951604,0.32993042],"genre_scores_gemma":[0.929,0.0006652715,0.054767184,0.00028946553,0.00007474161,0.00013114573,0.0011429678,0.00016305916,0.013766046],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99972504,0.000043927004,0.000010142289,0.00008619054,0.000084564344,0.000050117724],"domain_scores_gemma":[0.99962735,0.00011509666,0.00007132766,0.00012243321,0.000026827018,0.000036922276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015654619,0.00038888547,0.00041341738,0.00042560394,0.00096369884,0.0009047226,0.00090539776,0.0010775719,0.012934212],"category_scores_gemma":[0.0010542325,0.0003793229,0.00050713844,0.00049661077,0.0014642146,0.0010950321,0.0015477386,0.0010065578,0.0011910434],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003244374,0.000012031118,0.00032314387,0.0001388131,0.000011888105,0.00016831391,0.00005819142,0.023206707,0.0053041377,0.95382124,0.0043580495,0.012565075],"study_design_scores_gemma":[0.000029196457,0.000044412755,0.0011429905,0.000036879846,0.000018589839,0.0010409018,0.000075792996,0.117598295,0.0074242656,0.8252179,0.047319856,0.00005093356],"about_ca_topic_score_codex":0.00055258896,"about_ca_topic_score_gemma":0.0009917642,"teacher_disagreement_score":0.012934212,"about_ca_system_score_codex":0.00052516616,"about_ca_system_score_gemma":0.00029416347,"threshold_uncertainty_score":0.043269217},"labels":[],"label_agreement":null},{"id":"W2962921555","doi":"10.1016/j.laa.2015.08.030","title":"On Farkas lemma and dimensional rigidity of bar frameworks","year":2015,"lang":"en","type":"article","venue":"Linear Algebra and its Applications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Lemma (botany); Mathematics; Rigidity (electromagnetism); Bar (unit); Pure mathematics; Algebra over a field","score_opus":0.011775511873235287,"score_gpt":0.2253408798331487,"score_spread":0.21356536795991343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2962921555","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10427312,0.010802588,0.67948157,0.01092625,0.0014034776,0.000075198106,0.00068683864,0.00035068422,0.19200042],"genre_scores_gemma":[0.85866714,0.0085148765,0.08933058,0.003081053,0.0025818767,0.00021715107,0.0007204129,0.00033250215,0.03655444],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9975037,0.001053091,0.00012581158,0.00043021012,0.00058336573,0.00030376986],"domain_scores_gemma":[0.99476224,0.003226495,0.00053221534,0.00042489002,0.0006322245,0.00042203223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004067419,0.0013564166,0.0022806744,0.004427623,0.003181573,0.0040714927,0.0025064885,0.0028354202,0.012215304],"category_scores_gemma":[0.0104232505,0.0011052308,0.0025294155,0.0039367494,0.008330443,0.012197774,0.005827754,0.0069555272,0.0015032508],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008180455,0.000005324728,0.000029856901,0.00002062427,0.000004306934,0.000009081124,0.000053344538,0.0008854411,0.00010470113,0.9972777,0.00045420672,0.0011472666],"study_design_scores_gemma":[0.0000033990636,0.0000072224593,0.00005709032,0.000010689392,0.0000038569406,0.000011976166,0.000026731272,0.0023344744,0.000057499525,0.99641305,0.0010624471,0.000011642088],"about_ca_topic_score_codex":0.003065041,"about_ca_topic_score_gemma":0.0020303214,"teacher_disagreement_score":0.012215304,"about_ca_system_score_codex":0.0022498362,"about_ca_system_score_gemma":0.0012662213,"threshold_uncertainty_score":0.04086429},"labels":[],"label_agreement":null},{"id":"W2963751758","doi":"","title":"Rigidity of frameworks on expanding spheres","year":2018,"lang":"en","type":"article","venue":"Lancaster EPrints (Lancaster University)","topic":"Structural Analysis and Optimization","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":"York University","funders":"Japan Society for the Promotion of Science; Natural Sciences and Engineering Research Council of Canada","keywords":"Rigidity (electromagnetism); SPHERES; Mathematics; Structural rigidity; Combinatorics; Euclidean space; Euclidean geometry; Pure mathematics; Mathematical analysis; Geometry; Physics; Quantum mechanics","score_opus":0.008550392195073094,"score_gpt":0.1935482103263625,"score_spread":0.1849978181312894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2963751758","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37465778,0.0010895254,0.5425777,0.00057994336,0.00011686338,0.00008234584,0.0007638756,0.0004205451,0.079711385],"genre_scores_gemma":[0.9363892,0.0004270133,0.054395117,0.00013767349,0.0001001595,0.00007981117,0.000553965,0.00012067793,0.007796384],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9988127,0.00027129494,0.000048533326,0.00026725658,0.0003706886,0.00022961241],"domain_scores_gemma":[0.99854904,0.00044811002,0.00032513047,0.0002445856,0.00017009553,0.00026309813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086136546,0.00086770725,0.00074646884,0.0024382712,0.0014735304,0.0015115357,0.0014773984,0.0010924183,0.006587088],"category_scores_gemma":[0.0030779191,0.0005022503,0.001070046,0.0012015096,0.0030506935,0.0021238087,0.0028122426,0.0013342154,0.00074299873],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020226998,0.000005849118,0.00019635806,0.00002256104,0.000005000602,0.000039767743,0.000055229844,0.015983686,0.0012218078,0.9781546,0.00054122205,0.0037536225],"study_design_scores_gemma":[0.000012882066,0.000043785305,0.0009034557,0.00003530253,0.0000090561225,0.00016809451,0.00010057887,0.12129272,0.001288767,0.87125003,0.0048544575,0.000040797757],"about_ca_topic_score_codex":0.002789348,"about_ca_topic_score_gemma":0.0022859299,"teacher_disagreement_score":0.006587088,"about_ca_system_score_codex":0.0013591808,"about_ca_system_score_gemma":0.0005049302,"threshold_uncertainty_score":0.022036016},"labels":[],"label_agreement":null},{"id":"W2963854146","doi":"10.1016/j.laa.2012.08.031","title":"On affine motions and bar frameworks in general position","year":2012,"lang":"en","type":"article","venue":"Linear Algebra and its Applications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Mathematics; Combinatorics; Affine space; Affine transformation; Euclidean space; Configuration space; Bar (unit); Euclidean geometry; Rank (graph theory); Graph; Matrix (chemical analysis); Geometry; Physics","score_opus":0.005181548382469505,"score_gpt":0.21508204294951555,"score_spread":0.20990049456704604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2963854146","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10299308,0.015951822,0.7368413,0.0067793266,0.0013018087,0.00006492141,0.00049079175,0.0002348491,0.13534215],"genre_scores_gemma":[0.7737529,0.016333511,0.12115345,0.0020905975,0.0046360926,0.00025160678,0.0010051513,0.0003624503,0.08041428],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9990133,0.0003939915,0.000041475705,0.00022131548,0.00019274726,0.0001372852],"domain_scores_gemma":[0.9986021,0.0006425572,0.00027339873,0.00013377356,0.000170673,0.00017749182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00176573,0.001898067,0.0016989982,0.0029638684,0.0022292063,0.0029810413,0.0018364629,0.0026159897,0.010561715],"category_scores_gemma":[0.004874814,0.0008630061,0.0014859395,0.0038187038,0.00657994,0.007911355,0.0035415897,0.0039997366,0.0011056382],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000055772666,0.000007910031,0.000037059413,0.000017430979,0.000003653195,0.000010277131,0.000043347016,0.0029999285,0.000083382336,0.9940806,0.00067504146,0.0020357824],"study_design_scores_gemma":[0.000002952525,0.0000077576415,0.000063259744,0.000010127826,0.0000026082741,0.000007833988,0.000025627272,0.0075369887,0.000020556676,0.9908235,0.0014916884,0.000007111274],"about_ca_topic_score_codex":0.00444854,"about_ca_topic_score_gemma":0.004977027,"teacher_disagreement_score":0.010561715,"about_ca_system_score_codex":0.0015378725,"about_ca_system_score_gemma":0.00092426006,"threshold_uncertainty_score":0.03533244},"labels":[],"label_agreement":null},{"id":"W2964167017","doi":"10.1016/j.laa.2013.08.016","title":"On affine motions and universal rigidity of tensegrity frameworks","year":2013,"lang":"en","type":"article","venue":"Linear Algebra and its Applications","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tensegrity; Mathematics; Affine transformation; Rigidity (electromagnetism); General position; Rank (graph theory); Combinatorics; Position (finance); Positive-definite matrix; Matrix (chemical analysis); Pure mathematics; Geometry; Physics","score_opus":0.004911830351420482,"score_gpt":0.1928996174959423,"score_spread":0.18798778714452183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2964167017","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31593132,0.005102676,0.53918296,0.005007715,0.00034733617,0.0000605893,0.0004992348,0.00023890787,0.13362935],"genre_scores_gemma":[0.9414119,0.0027338492,0.037075832,0.00052025006,0.0006132125,0.000080655554,0.00037721795,0.000112694586,0.017074326],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99889,0.00038635428,0.00005821729,0.00026184405,0.00019202227,0.00021158964],"domain_scores_gemma":[0.9975809,0.0012773045,0.00044088403,0.00025206115,0.00017170432,0.0002771615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018411883,0.0011541134,0.0012361583,0.0025283957,0.0021742524,0.0024281428,0.0017080194,0.0015224012,0.008937397],"category_scores_gemma":[0.005181308,0.00072912837,0.0016367455,0.0026213548,0.0069712386,0.0069991243,0.0036060298,0.0034489937,0.0005980583],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008495287,0.0000066630814,0.00006848432,0.000015945594,0.0000043179525,0.000014633853,0.000079519836,0.0040124245,0.00014020198,0.99337935,0.00023723672,0.0020327356],"study_design_scores_gemma":[0.0000023313996,0.000005848798,0.0000822292,0.000007460194,0.0000022147744,0.000006529038,0.000037955677,0.004993607,0.000043547163,0.9943684,0.00044359392,0.000006367291],"about_ca_topic_score_codex":0.0032581121,"about_ca_topic_score_gemma":0.0042827344,"teacher_disagreement_score":0.008937397,"about_ca_system_score_codex":0.0016633945,"about_ca_system_score_gemma":0.00094967434,"threshold_uncertainty_score":0.029898524},"labels":[],"label_agreement":null},{"id":"W2982739618","doi":"","title":"Investigating the Feedbacks Between Solid Earth Properties and the Cryosphere II Posters","year":2019,"lang":"en","type":"article","venue":"AGU Fall Meeting 2019","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Cryosphere; Solid earth; Earth (classical element); Earth system science; Astrobiology; Geology; Earth science; Environmental science; Climatology; Sea ice; Oceanography; Geophysics; Physics","score_opus":0.01018965132514714,"score_gpt":0.18501860296669828,"score_spread":0.17482895164155116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2982739618","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9331521,0.0006015113,0.021336691,0.0019438718,0.00045533804,0.000051979197,0.0008039265,0.0004286702,0.041225903],"genre_scores_gemma":[0.98797244,0.00017870852,0.0025373239,0.000084784,0.000048389666,0.000016392874,0.00029521575,0.000080542646,0.008786285],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9999267,0.000012018626,0.0000012270239,0.000015348502,0.000024624193,0.000020126414],"domain_scores_gemma":[0.9998336,0.00006317427,0.000011038976,0.000016186723,0.000040395378,0.00003551144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003234371,0.0003878281,0.000290866,0.00018257696,0.00042575834,0.0006437776,0.00029515233,0.0004762053,0.016120926],"category_scores_gemma":[0.0007274148,0.00018369696,0.00031714453,0.00018828313,0.00021251358,0.000453832,0.0005725834,0.00051250303,0.0012332916],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015143515,0.00040474563,0.013524815,0.00027627643,0.00012289004,0.0005338823,0.00031832265,0.30849397,0.5740893,0.012140624,0.015464645,0.07311612],"study_design_scores_gemma":[0.0001765061,0.0019964743,0.03699063,0.00003973734,0.00012202864,0.00012734032,0.0006566007,0.701876,0.22938915,0.011631803,0.016921809,0.00007188651],"about_ca_topic_score_codex":0.0019923854,"about_ca_topic_score_gemma":0.0027981382,"teacher_disagreement_score":0.016120926,"about_ca_system_score_codex":0.00034622225,"about_ca_system_score_gemma":0.00031683448,"threshold_uncertainty_score":0.053929925},"labels":[],"label_agreement":null},{"id":"W29918265","doi":"","title":"Characterizations of arboricity of graphs.","year":2002,"lang":"en","type":"article","venue":"Ars Combinatoria","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Combinatorics; Arboricity; Mathematics; Dense graph; Indifference graph; Pathwidth; Chordal graph; Discrete mathematics; Clique-sum; 1-planar graph; Bounding overwatch; Spanning tree; Trémaux tree; Cograph; Graph; Line graph; Planar graph; Computer science","score_opus":0.008007175654805906,"score_gpt":0.17949479778737687,"score_spread":0.17148762213257096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W29918265","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4262697,0.0036743449,0.4651577,0.0016956014,0.00016753044,0.00020273718,0.0028136682,0.0006979863,0.09932083],"genre_scores_gemma":[0.94481146,0.0015926519,0.04522379,0.0002909258,0.00027703657,0.0001721554,0.0024752948,0.00015723752,0.0049993866],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99909663,0.00020641611,0.00007497959,0.00023689975,0.00025189485,0.00013308479],"domain_scores_gemma":[0.9925235,0.004429303,0.0015258176,0.00054342,0.00047097148,0.0005069272],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070897513,0.00082626473,0.00042263677,0.0029349658,0.00070450135,0.001716497,0.00083694124,0.00094532495,0.0073022693],"category_scores_gemma":[0.005653793,0.0003816778,0.0006558054,0.0023737068,0.0012825247,0.0036397388,0.0009937107,0.0016257624,0.00081121596],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020399332,0.00014511275,0.011173297,0.0006205348,0.00009229471,0.0006107564,0.00082157855,0.028663373,0.018913984,0.85837775,0.0071496586,0.0732277],"study_design_scores_gemma":[0.000023544817,0.00015540543,0.00549641,0.00012217808,0.000055359804,0.0022687963,0.00048668592,0.05322375,0.0058566905,0.9111688,0.021110557,0.00003176791],"about_ca_topic_score_codex":0.0002254,"about_ca_topic_score_gemma":0.0004284075,"teacher_disagreement_score":0.0073022693,"about_ca_system_score_codex":0.0007310504,"about_ca_system_score_gemma":0.00022468915,"threshold_uncertainty_score":0.024428487},"labels":[],"label_agreement":null},{"id":"W2994971325","doi":"10.1007/s10706-019-01166-8","title":"Anchoring Mechanism and Bearing Characteristics of the Inflatable Controlled Anchor","year":2019,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"National Natural Science Foundation of China","keywords":"Inflatable; Embedment; Anchoring; Bearing capacity; STRIPS; Bearing (navigation); Structural engineering; Deformation (meteorology); Pressing; Mechanism (biology); Eccentricity (behavior); Engineering; Geotechnical engineering; Materials science; Composite material; Mechanical engineering; Computer science","score_opus":0.003346402517502013,"score_gpt":0.15528305218186686,"score_spread":0.15193664966436485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2994971325","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8313599,0.00027650563,0.15791139,0.0000996868,0.000046537756,0.000032993634,0.00011531175,0.000121304765,0.010036207],"genre_scores_gemma":[0.9962799,0.000051040413,0.0025342603,0.0000034086884,0.0000044292246,0.000009528455,0.000028808341,0.0000065228505,0.0010820791],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999088,0.000018618739,0.00000410603,0.000024562398,0.000034057375,0.000009858979],"domain_scores_gemma":[0.9995704,0.0001437214,0.000121360725,0.000052143907,0.00009606101,0.000016351869],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003291279,0.00025515893,0.00021556411,0.00058018987,0.00014982512,0.00038462834,0.00046933358,0.00050855963,0.0029774522],"category_scores_gemma":[0.0012277442,0.00012429776,0.0001915372,0.0005000558,0.00033594773,0.0004695047,0.00023303385,0.00012765214,0.00028775336],"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":[0.0014109068,0.00018323783,0.012422318,0.00035951403,0.00007696901,0.00090661173,0.00039480336,0.3976861,0.40112758,0.07006339,0.0014212196,0.11394731],"study_design_scores_gemma":[0.00008687097,0.00075186905,0.013020869,0.000016654953,0.000053907268,0.000586517,0.00016246451,0.9562865,0.019844437,0.0065481067,0.0025817615,0.00006010069],"about_ca_topic_score_codex":0.00033561478,"about_ca_topic_score_gemma":0.00017216249,"teacher_disagreement_score":0.0029774522,"about_ca_system_score_codex":0.00011196804,"about_ca_system_score_gemma":0.00012378371,"threshold_uncertainty_score":0.009960592},"labels":[],"label_agreement":null},{"id":"W2995113055","doi":"","title":"Analysis, design, and strengthening of communication towers","year":2011,"lang":"en","type":"article","venue":"Scholarship at UWindsor (University of Windsor)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer science; Business","score_opus":0.0225327229893918,"score_gpt":0.18662455430541325,"score_spread":0.16409183131602145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2995113055","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2885058,0.0016319712,0.66844434,0.00034284595,0.000149972,0.0003568456,0.00027833946,0.0013924367,0.03889752],"genre_scores_gemma":[0.88338083,0.0008191176,0.10627866,0.000039883747,0.0000309545,0.000117093216,0.0001244764,0.00008175032,0.009127252],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992957,0.00015233863,0.00003862796,0.00012806489,0.0003143276,0.00007089649],"domain_scores_gemma":[0.9995608,0.00008417168,0.00009941797,0.000070440234,0.00015503747,0.000030237949],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082821766,0.0006942449,0.00033497534,0.00085508794,0.0004902495,0.0006934134,0.0011574974,0.0006064085,0.00246311],"category_scores_gemma":[0.00085444126,0.0004768937,0.0004174387,0.0003661856,0.00050954905,0.0008014792,0.00054503477,0.0002868896,0.0006653956],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025499833,0.00005751586,0.0048136753,0.0011530673,0.000087616274,0.00045667612,0.0005359812,0.39776906,0.3504111,0.0074389977,0.0023344452,0.23468694],"study_design_scores_gemma":[0.00010508134,0.001493121,0.018978126,0.0002987107,0.00029587478,0.0007218358,0.0006614573,0.75970095,0.17167427,0.0037264524,0.042253397,0.00009069124],"about_ca_topic_score_codex":0.0015811326,"about_ca_topic_score_gemma":0.0031033796,"teacher_disagreement_score":0.00246311,"about_ca_system_score_codex":0.00074972934,"about_ca_system_score_gemma":0.00082005747,"threshold_uncertainty_score":0.008239925},"labels":[],"label_agreement":null},{"id":"W2996318042","doi":"10.22215/etd/2010-08814","title":"Analysis and parametric investigation of active open cross section thin wall beams","year":2010,"lang":"en","type":"dissertation","venue":"","topic":"Structural 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":"Canadian Heritage; Library and Archives Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Section (typography); Parametric statistics; Physics; Humanities; Computer science; Art; Mathematics; Statistics; Operating system","score_opus":0.00856060477888522,"score_gpt":0.25357013474883455,"score_spread":0.24500952996994935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2996318042","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9173849,0.00043761302,0.05946982,0.00013820032,0.000022642338,0.00004126464,0.00014747097,0.00016788968,0.022190224],"genre_scores_gemma":[0.9892386,0.00013088968,0.006369166,0.000012916967,0.0000051100237,0.000020554116,0.000050013638,0.000020561098,0.004152208],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975795,0.00003381909,0.0000045353645,0.000024476225,0.00014104626,0.000038275484],"domain_scores_gemma":[0.9994085,0.00033491617,0.00009292209,0.000077019184,0.00006875012,0.000017939965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037430553,0.00034571267,0.0002546437,0.00041007338,0.00024104703,0.0006085534,0.00051109906,0.00047535924,0.0021430259],"category_scores_gemma":[0.0006322396,0.00030101728,0.00035888454,0.0003627161,0.00066220463,0.0004494536,0.00045452907,0.00030001707,0.00031871858],"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":[0.00039163846,0.00017297897,0.004353382,0.00021275062,0.00006767716,0.00048658685,0.0005747486,0.31614643,0.62606555,0.01622496,0.0006456143,0.034657646],"study_design_scores_gemma":[0.000025497025,0.00042628733,0.007952442,0.000025865078,0.000035106026,0.00031266396,0.00024780998,0.80936575,0.17567752,0.002673524,0.0032106128,0.00004698252],"about_ca_topic_score_codex":0.0004998532,"about_ca_topic_score_gemma":0.0006606747,"teacher_disagreement_score":0.0021430259,"about_ca_system_score_codex":0.00028143855,"about_ca_system_score_gemma":0.00030838628,"threshold_uncertainty_score":0.0071691275},"labels":[],"label_agreement":null},{"id":"W2999946715","doi":"10.1061/9780784482223.010","title":"Dynamic Analysis of Steel Multi-Tiered Special Concentrically Braced Frames","year":2019,"lang":"en","type":"article","venue":"Structures Congress 2019","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Canadian Institute of Steel Construction","keywords":"Braced frame; Computer science; Structural engineering; Engineering; Frame (networking); Telecommunications","score_opus":0.004269962362831238,"score_gpt":0.220025925684904,"score_spread":0.21575596332207278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2999946715","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91187924,0.00032728695,0.07774997,0.000054139382,0.000033039993,0.000051075443,0.0002492664,0.00013569594,0.009520198],"genre_scores_gemma":[0.99341136,0.00007744394,0.0049313474,0.000006978853,0.0000024405804,0.000014470314,0.00007697966,0.000007354426,0.0014714872],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998118,0.000018235447,0.0000072129164,0.000032455293,0.0000827677,0.00004756722],"domain_scores_gemma":[0.9998473,0.000025200996,0.00004100559,0.000013054169,0.000059245194,0.000014210306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002821384,0.00051984645,0.00038219936,0.00074306247,0.00026408976,0.00040459892,0.000492589,0.0005076286,0.0012857052],"category_scores_gemma":[0.0003415512,0.00026874023,0.00036101637,0.00031887085,0.00035814033,0.00026466826,0.0002148949,0.00018190415,0.00024815675],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020153065,0.000073108764,0.009517855,0.00013064269,0.00003978837,0.0006031534,0.0001911859,0.8341008,0.12504046,0.0036781526,0.0007055503,0.025717787],"study_design_scores_gemma":[0.000008072499,0.00013862198,0.007965205,0.000012798906,0.00001421117,0.00006937861,0.000103656166,0.98335326,0.0070436536,0.00019979296,0.001075394,0.000015893034],"about_ca_topic_score_codex":0.012634998,"about_ca_topic_score_gemma":0.015077166,"teacher_disagreement_score":0.012634998,"about_ca_system_score_codex":0.00061865296,"about_ca_system_score_gemma":0.00051474996,"threshold_uncertainty_score":0.025122881},"labels":[],"label_agreement":null},{"id":"W3006264920","doi":"","title":"Computations of the viscoelastic response of a 3-D compressible Earth to surface loading: an application to Glacial Isostatic Adjustment in Antarctica and Canada","year":2012,"lang":"en","type":"article","venue":"Publication Database GFZ (GFZ German Research Centre for Geosciences)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Post-glacial rebound; Viscoelasticity; Geology; Compressibility; Glacial period; Geodesy; Earth (classical element); Computation; Geomorphology; Materials science; Computer science; Aerospace engineering; Engineering; Mathematics; Composite material","score_opus":0.02342439654602596,"score_gpt":0.31089179378560516,"score_spread":0.2874673972395792,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3006264920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98343277,0.00017825435,0.005728106,0.0003650062,0.00003247817,0.000029840501,0.001173201,0.00025315318,0.0088071395],"genre_scores_gemma":[0.99401605,0.00012368805,0.0034634876,0.000036018246,0.0000075504536,0.000013928979,0.00042412936,0.00006419061,0.0018508841],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991107,0.000008366492,0.000005061527,0.000012498224,0.000031490697,0.000031523297],"domain_scores_gemma":[0.9995364,0.00020918684,0.000035686462,0.000027218695,0.00011809976,0.0000735707],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019896484,0.00066536263,0.0004511592,0.00070791284,0.00083266915,0.0008867419,0.0007909065,0.0011397011,0.002477522],"category_scores_gemma":[0.0015315528,0.00035290647,0.0005804595,0.0012224248,0.0007562083,0.00029064316,0.00068549986,0.0005736921,0.00015800806],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007285629,0.000024509594,0.004492316,0.000028875367,0.00002108461,0.000103365644,0.00006670504,0.9881788,0.0015420198,0.0008255018,0.0005391808,0.004104882],"study_design_scores_gemma":[0.000025140958,0.000019863208,0.0053054933,0.0000065174777,0.000012256652,0.000017581606,0.00009870692,0.9930044,0.0006694416,0.0002980068,0.0005291794,0.000013339076],"about_ca_topic_score_codex":0.72363883,"about_ca_topic_score_gemma":0.61470574,"teacher_disagreement_score":0.27636117,"about_ca_system_score_codex":0.003044668,"about_ca_system_score_gemma":0.00509555,"threshold_uncertainty_score":0.5559774},"labels":[],"label_agreement":null},{"id":"W3009365510","doi":"10.1115/1.4045724","title":"Workspace-Based Design of Equivalent Compression Spring Legs for a 3-DoF Translational Tensegrity Robot","year":2019,"lang":"en","type":"article","venue":"Journal of Mechanisms and Robotics","topic":"Structural Analysis and Optimization","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":"Laurentian University","funders":"","keywords":"Tensegrity; Workspace; Robot; Deflection (physics); Engineering; Stiffness; Snake-arm robot; Simulation; Structural engineering; Computer science; Control theory (sociology); Control engineering; Robot kinematics; Mobile robot; Artificial intelligence; Physics; Classical mechanics","score_opus":0.018575609561854733,"score_gpt":0.2167646107480788,"score_spread":0.19818900118622407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3009365510","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.199401,0.00018015508,0.79293317,0.00007488518,0.000018652132,0.000119894416,0.000041417967,0.00041227567,0.006818604],"genre_scores_gemma":[0.86376566,0.000058143974,0.13444686,0.00001737726,0.0000045441443,0.00010547779,0.000035303117,0.00002814221,0.0015385748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998776,0.00003371519,0.0000066609336,0.000016162907,0.000049682905,0.000016210113],"domain_scores_gemma":[0.9997181,0.000076094286,0.00008509567,0.000029868259,0.0000651275,0.000025667096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003684428,0.00030623228,0.00020520814,0.00040897465,0.0001512463,0.00030603234,0.00044991137,0.00033047583,0.0017934188],"category_scores_gemma":[0.00045465515,0.00016194864,0.00022819533,0.00012032106,0.00022729288,0.00019569093,0.00035993938,0.00018727976,0.0002368603],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043473,0.00017284304,0.0020554326,0.00047365698,0.000045981822,0.00039443458,0.00024820692,0.55765885,0.26447892,0.014185541,0.0007387027,0.15911262],"study_design_scores_gemma":[0.00009420074,0.0009892117,0.001227111,0.000036340243,0.000022440858,0.00022666604,0.00006279114,0.959923,0.03141687,0.0018743793,0.0041017057,0.000025367786],"about_ca_topic_score_codex":0.00026911712,"about_ca_topic_score_gemma":0.0004116155,"teacher_disagreement_score":0.0017934188,"about_ca_system_score_codex":0.00017546696,"about_ca_system_score_gemma":0.0003530091,"threshold_uncertainty_score":0.005999565},"labels":[],"label_agreement":null},{"id":"W3009994919","doi":"10.18280/ijsdp.150217","title":"Dynamic Response of Latticed Shell and Its Steel Column Supports under Impact Load","year":2020,"lang":"en","type":"article","venue":"International Journal of Sustainable Development and Planning","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Hebei Agricultural University","keywords":"Structural engineering; Shell (structure); Materials science; Column (typography); Composite material; Engineering","score_opus":0.009572134646557503,"score_gpt":0.24492643929695718,"score_spread":0.23535430465039966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3009994919","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9789656,0.00005508398,0.015691107,0.000044997007,0.000009573976,0.000009725283,0.0000822617,0.00009690173,0.0050448147],"genre_scores_gemma":[0.99798477,0.000023639848,0.0009370724,0.000005130895,8.2415943e-7,0.0000048516113,0.000041789874,0.0000052280425,0.0009965714],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998995,0.000010223755,0.000004500085,0.000018486473,0.00004153942,0.000025726284],"domain_scores_gemma":[0.9998591,0.0000348026,0.000031936936,0.00002085733,0.00003311621,0.000020178095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013086273,0.0003445819,0.00024376382,0.00029217536,0.00025400717,0.00029999306,0.0004343812,0.00054892665,0.0014349007],"category_scores_gemma":[0.00034097,0.00017533684,0.00035023002,0.00019183822,0.0005364888,0.0003234334,0.00038175218,0.0001903966,0.00027020182],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028427495,0.00006961204,0.0064475485,0.000075129225,0.000027928763,0.0004677888,0.00016691099,0.86577773,0.11696997,0.001444057,0.00027881062,0.007990199],"study_design_scores_gemma":[0.000006280662,0.00011929627,0.0026817217,0.000005003342,0.0000076264505,0.00004662385,0.000099677476,0.98632324,0.010250417,0.00017543863,0.00027328526,0.000011468677],"about_ca_topic_score_codex":0.006617474,"about_ca_topic_score_gemma":0.004805826,"teacher_disagreement_score":0.006617474,"about_ca_system_score_codex":0.00029376944,"about_ca_system_score_gemma":0.00032449464,"threshold_uncertainty_score":0.013157964},"labels":[],"label_agreement":null},{"id":"W3010548858","doi":"","title":"Fold-thrust structures: conceptual understanding, anchors and uncertainties","year":2019,"lang":"en","type":"article","venue":"DIGITAL.CSIC (Spanish National Research Council (CSIC))","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology; Fold (higher-order function); Computer science; Programming language","score_opus":0.16188078382817736,"score_gpt":0.29237151411861007,"score_spread":0.1304907302904327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3010548858","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23402259,0.012285785,0.5121478,0.042486466,0.00039336563,0.00035581485,0.0007661546,0.0003434656,0.19719867],"genre_scores_gemma":[0.9537556,0.0017363298,0.040684126,0.00047489576,0.00008616002,0.00020502158,0.00027468847,0.00006826331,0.0027148454],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9930703,0.0038089587,0.00045876025,0.0008987466,0.0012916718,0.00047154725],"domain_scores_gemma":[0.9898094,0.0068656076,0.0010352619,0.0011590979,0.0007150018,0.0004155325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.011584813,0.000986926,0.0008809962,0.004714904,0.0041036536,0.012947605,0.0033768388,0.0041533713,0.0043307003],"category_scores_gemma":[0.021934511,0.00063361495,0.00096264394,0.0045763548,0.04396316,0.038768843,0.0069629643,0.0043755905,0.00046364896],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001075616,0.000008819991,0.0005940056,0.000052424864,0.0000052887226,0.00014393311,0.02560605,0.0012991095,0.00012271584,0.9669225,0.00040148725,0.004832796],"study_design_scores_gemma":[0.0000048649204,0.0000099355075,0.0005219795,0.00016470492,0.000005133242,0.00017171135,0.020900818,0.0033741556,0.00015233965,0.95286834,0.021804268,0.000021808924],"about_ca_topic_score_codex":0.006971827,"about_ca_topic_score_gemma":0.003614866,"teacher_disagreement_score":0.012947605,"about_ca_system_score_codex":0.008078776,"about_ca_system_score_gemma":0.0028034626,"threshold_uncertainty_score":0.061267078},"labels":[],"label_agreement":null},{"id":"W3012337695","doi":"10.18280/ijsse.100118","title":"Influence of Snow Load Distribution on the Stability of Single-layer Reticulated Shells","year":2020,"lang":"en","type":"article","venue":"International Journal of Safety and Security Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Hebei Agricultural University","keywords":"Snow; Stability (learning theory); Layer (electronics); Environmental science; Geology; Materials science; Computer science; Composite material; Geomorphology","score_opus":0.008774723141022477,"score_gpt":0.19049109229160688,"score_spread":0.1817163691505844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3012337695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99251384,0.00004606791,0.006163601,0.00000806309,0.0000045179563,0.000003004171,0.000024825313,0.000044989974,0.0011911208],"genre_scores_gemma":[0.99949133,0.0000126707755,0.00033906897,0.0000011276528,5.095047e-7,0.0000010674112,0.000011154814,0.0000060440443,0.00013719917],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998115,0.00002746512,0.000011204741,0.00003387649,0.00006833418,0.000047699217],"domain_scores_gemma":[0.99946386,0.00018766664,0.00011967742,0.00006667515,0.00012278007,0.00003930024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027154552,0.00029725904,0.00019804027,0.0004460436,0.00025937034,0.00028770615,0.00023748103,0.00022482693,0.0010889745],"category_scores_gemma":[0.0010826936,0.00014514542,0.00024070367,0.00015686655,0.00046789527,0.0003368741,0.00034278687,0.00012329742,0.00019176141],"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":[0.0009980354,0.000060705348,0.038638752,0.00018178209,0.000081486454,0.0014366372,0.00055485975,0.33527508,0.568274,0.001296084,0.00034085332,0.052861646],"study_design_scores_gemma":[0.000024932577,0.0007579506,0.07113639,0.00003029571,0.00008604991,0.00074126106,0.0007061084,0.689383,0.23506711,0.00079079677,0.0012201216,0.00005601506],"about_ca_topic_score_codex":0.001199501,"about_ca_topic_score_gemma":0.0016289931,"teacher_disagreement_score":0.001199501,"about_ca_system_score_codex":0.00019855643,"about_ca_system_score_gemma":0.00017485135,"threshold_uncertainty_score":0.0036429763},"labels":[],"label_agreement":null},{"id":"W3014595236","doi":"10.1139/tcsme-2019-0240","title":"Identification of chaotic phenomena in a flexible deployable solar panel with multiple clearances","year":2020,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Software deployment; Flexibility (engineering); Finite element method; Chaotic; Engineering; Process (computing); Computer science; Spacecraft; Aerospace engineering; Simulation; Structural engineering; Mathematics","score_opus":0.013662394360818609,"score_gpt":0.17808276502016337,"score_spread":0.16442037065934476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3014595236","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8462283,0.00009214823,0.151393,0.000092748014,0.000014761894,0.000019475334,0.000036534853,0.00008984595,0.0020332267],"genre_scores_gemma":[0.9968707,0.000022347309,0.002880523,0.0000035624378,0.0000014683835,0.0000055389323,0.000010348947,0.0000033110518,0.00020208307],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993134,0.000013369492,0.0000030715066,0.00001531807,0.000022308841,0.000014623171],"domain_scores_gemma":[0.9998105,0.00006617197,0.000052007672,0.000022666232,0.000031659012,0.000017028631],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001456713,0.00024966776,0.00019758251,0.00030058797,0.00025772542,0.00024104037,0.00021159726,0.000301048,0.00047432634],"category_scores_gemma":[0.000479959,0.00015196114,0.00027288264,0.00018057348,0.0004959142,0.00035943204,0.0002840737,0.00024912774,0.000044444536],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011977251,0.000046773464,0.013060068,0.000067630106,0.000029040008,0.0009117897,0.00035452595,0.90488404,0.061222315,0.005942568,0.00038197296,0.012979503],"study_design_scores_gemma":[0.0000031141076,0.000023499648,0.0017721616,0.0000022366612,0.000002679372,0.000047060807,0.000040452855,0.995475,0.0019788537,0.0005395095,0.00010913692,0.0000062876175],"about_ca_topic_score_codex":0.0020489274,"about_ca_topic_score_gemma":0.0014003883,"teacher_disagreement_score":0.0020489274,"about_ca_system_score_codex":0.00023172042,"about_ca_system_score_gemma":0.00028825804,"threshold_uncertainty_score":0.0040739775},"labels":[],"label_agreement":null},{"id":"W3019448154","doi":"","title":"[Healeys] Holes for Rear Quarter Panel","year":2019,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); History","score_opus":0.009250922419283169,"score_gpt":0.18570187961098195,"score_spread":0.1764509571916988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3019448154","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05756163,0.0009924117,0.8237288,0.0018831445,0.0011965395,0.00028007198,0.0018552084,0.002973708,0.109528475],"genre_scores_gemma":[0.529584,0.00075535144,0.37392816,0.00054410694,0.00018591915,0.0002739912,0.0010760208,0.0015763383,0.092076086],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998392,0.000021994905,0.000003845622,0.000027447079,0.000084370506,0.00002310434],"domain_scores_gemma":[0.9998198,0.000039346873,0.000013465409,0.000051126943,0.000065442706,0.0000108672475],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00023540387,0.00042697953,0.00049632374,0.0007323858,0.0006453884,0.00069012505,0.0010063732,0.0013868139,0.043586466],"category_scores_gemma":[0.0011375177,0.00039937923,0.00060700206,0.0004921,0.0003791096,0.001106438,0.00087291223,0.0008414813,0.0030197834],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00077362155,0.00017881412,0.0015487858,0.00079296884,0.000047513924,0.00038804093,0.00026550138,0.19027941,0.03745145,0.16568103,0.1261235,0.4764693],"study_design_scores_gemma":[0.00012946242,0.00032812444,0.0020626246,0.00013890138,0.000051273426,0.000413279,0.00017867195,0.82060623,0.017950255,0.061636403,0.096425086,0.00007965459],"about_ca_topic_score_codex":0.0038140372,"about_ca_topic_score_gemma":0.006832696,"teacher_disagreement_score":0.9564135,"about_ca_system_score_codex":0.00029416798,"about_ca_system_score_gemma":0.00047385888,"threshold_uncertainty_score":0.14581126},"labels":[],"label_agreement":null},{"id":"W3042988211","doi":"10.1016/j.ijsolstr.2020.06.042","title":"Nonlinear elastic buckling of ultra-thin coilable booms","year":2020,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; California Institute of Technology","keywords":"Buckling; Boom; Structural engineering; Materials science; Deformation (meteorology); Moment (physics); Bending moment; Nonlinear system; Mechanics; Composite material; Engineering; Physics; Classical mechanics","score_opus":0.008317510273129398,"score_gpt":0.2252985441451426,"score_spread":0.2169810338720132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3042988211","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9461047,0.0005120132,0.02490318,0.00035075497,0.00011479789,0.000025299481,0.000067733796,0.00009824617,0.02782325],"genre_scores_gemma":[0.99272716,0.000086754975,0.0009385653,0.000032903863,0.000014986764,0.00000806453,0.00002029305,0.000014669419,0.006156697],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999232,0.000013384142,0.0000022860147,0.000011784551,0.00001985718,0.000029427023],"domain_scores_gemma":[0.9997309,0.000088371264,0.00005731517,0.000025918072,0.000038872102,0.000058687237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001525433,0.00036363705,0.00038799658,0.00040053987,0.0004924482,0.00063686917,0.000578156,0.00078341825,0.0029723903],"category_scores_gemma":[0.0008921998,0.0003275515,0.0002680419,0.00014997878,0.0011645716,0.0006597363,0.0008333237,0.0004978748,0.00032040733],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006806285,0.0001287138,0.0021278884,0.00022316085,0.000078673664,0.0009902896,0.00029652545,0.8149481,0.13634577,0.03454077,0.0011525046,0.008487094],"study_design_scores_gemma":[0.00001737153,0.00010210595,0.0022425123,0.000012772747,0.000008116088,0.00008692726,0.0001113712,0.98959875,0.004066125,0.0031887733,0.00054090953,0.000024272533],"about_ca_topic_score_codex":0.00198076,"about_ca_topic_score_gemma":0.0021795833,"teacher_disagreement_score":0.0029723903,"about_ca_system_score_codex":0.0003674095,"about_ca_system_score_gemma":0.00026053545,"threshold_uncertainty_score":0.009943664},"labels":[],"label_agreement":null},{"id":"W3045644507","doi":"10.1177/1558925020946449","title":"Improving two-dimensional braided composite tensile properties by including low angle yarn twist: Production, experimental verification, and modeling","year":2020,"lang":"en","type":"article","venue":"Journal of Engineered Fibers and Fabrics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Yarn; Materials science; Ultimate tensile strength; Twist; Composite material; Composite number; Textile; Stiffness; Manufacturing process; Process (computing); Structural engineering; Computer science; Engineering; Mathematics; Geometry","score_opus":0.018540059388884225,"score_gpt":0.20059189135345445,"score_spread":0.18205183196457023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3045644507","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9728962,0.00013069068,0.024668861,0.000019378143,0.000008654119,0.00001530622,0.00010197526,0.000095735064,0.0020631459],"genre_scores_gemma":[0.98766,0.000092838425,0.0114238,0.000002213387,0.0000011160922,0.000021619133,0.00005437185,0.000015165549,0.00072888035],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988496,0.000011676772,0.0000051135075,0.000019311357,0.00006228969,0.000016527209],"domain_scores_gemma":[0.9998048,0.00005848439,0.000047501064,0.0000402598,0.000036941758,0.0000119397555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036359232,0.0002909334,0.00020016494,0.00022633551,0.00016334302,0.00025481515,0.0003235426,0.00036273545,0.00062998314],"category_scores_gemma":[0.00028250314,0.00018946,0.00020635025,0.00026451133,0.0002528423,0.00032306326,0.00015525955,0.000240689,0.0001289728],"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":[0.00012747663,0.0002429959,0.002054071,0.00017627614,0.000011981861,0.0002115828,0.000114745875,0.27949503,0.70481455,0.0020386402,0.00014133232,0.010571233],"study_design_scores_gemma":[0.000012392878,0.000300385,0.0031901938,0.000009846019,0.000008893287,0.000071541435,0.000029182722,0.7541999,0.2409856,0.00023509872,0.00093887997,0.000018036055],"about_ca_topic_score_codex":0.00088421826,"about_ca_topic_score_gemma":0.002042443,"teacher_disagreement_score":0.00088421826,"about_ca_system_score_codex":0.00025437045,"about_ca_system_score_gemma":0.00026481616,"threshold_uncertainty_score":0.002107501},"labels":[],"label_agreement":null},{"id":"W3082171913","doi":"","title":"Lattice-skin Structures Design with Orientation Optimization","year":2015,"lang":"en","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Lattice (music); Computer science; Orientation (vector space); Materials science; Geometry; Mathematics; Physics; Acoustics","score_opus":0.013685029768335915,"score_gpt":0.20165637728811664,"score_spread":0.18797134751978073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3082171913","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015179126,0.00024607612,0.96646535,0.0001236591,0.000067013236,0.0000450149,0.00004850015,0.00026785312,0.017557338],"genre_scores_gemma":[0.54316163,0.00037797404,0.44508195,0.00018071073,0.000058276004,0.00020585919,0.00014310892,0.00026203814,0.010528477],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978226,0.00006588001,0.000006945663,0.000033604894,0.000085146996,0.000026250456],"domain_scores_gemma":[0.9997886,0.00006775792,0.000032107037,0.00002289432,0.00006386349,0.000024843472],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003396285,0.0007850036,0.0008313527,0.0005955907,0.00028097018,0.0007382055,0.0007030834,0.0008460984,0.0056106052],"category_scores_gemma":[0.00071200787,0.0004235124,0.0005307882,0.0005050099,0.00040820808,0.00063274504,0.00066693715,0.0007056755,0.0010821646],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000086529486,0.000097429955,0.00034432858,0.00013725735,0.000031363303,0.000053226264,0.00003330319,0.874974,0.0152471885,0.028576195,0.002384379,0.07803479],"study_design_scores_gemma":[0.000016188196,0.00006584234,0.000068259644,0.000012197358,0.000011809723,0.00003844764,0.000014787926,0.98900676,0.0024334001,0.0061775283,0.002148262,0.000006508813],"about_ca_topic_score_codex":0.0007394109,"about_ca_topic_score_gemma":0.0013324845,"teacher_disagreement_score":0.0056106052,"about_ca_system_score_codex":0.0005187819,"about_ca_system_score_gemma":0.0007629113,"threshold_uncertainty_score":0.018769383},"labels":[],"label_agreement":null},{"id":"W3092336021","doi":"10.7492/ijaec.2014.019","title":"Analysis of the Mechanical Behavior of Prefabricated Wattle and Daub Walls","year":2015,"lang":"en","type":"article","venue":"International Journal of Architecture Engineering and Construction","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Agencia Nacional de Promoción Científica y Tecnológica; Consejo Nacional de Investigaciones Científicas y Técnicas","keywords":"Wattle (construction); Materials science; Composite material","score_opus":0.005380164309477901,"score_gpt":0.19664978806670347,"score_spread":0.19126962375722556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3092336021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99671894,0.00003514081,0.0025209605,0.0000035441706,0.0000032393098,0.0000046611376,0.00006743648,0.00001750221,0.00062857586],"genre_scores_gemma":[0.997889,0.000027162538,0.0014972216,0.0000016522515,6.0145646e-7,0.0000045693273,0.00010370347,0.0000052767973,0.0004708573],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999899,0.0000076002552,0.0000036184229,0.000014461563,0.00005330627,0.000022068418],"domain_scores_gemma":[0.9998454,0.00003283142,0.00003286478,0.000024808112,0.00004628432,0.000017811584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012396148,0.0003076061,0.00015609975,0.00038210463,0.00013463398,0.00014363875,0.0001921584,0.0002482637,0.0009724758],"category_scores_gemma":[0.00027817147,0.0001563676,0.0002184819,0.00029269172,0.00021462952,0.00013080622,0.0001336761,0.00015949513,0.00012641345],"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":[0.0002567198,0.000103599894,0.026335899,0.0001414102,0.000030153946,0.0009293563,0.0002302189,0.090674825,0.8448518,0.00067447854,0.00029844098,0.03547313],"study_design_scores_gemma":[0.000029250894,0.0013603955,0.4018169,0.000052134368,0.00006700144,0.00076031487,0.00071922614,0.2341817,0.3559846,0.00039941634,0.0045626224,0.00006639057],"about_ca_topic_score_codex":0.0011600141,"about_ca_topic_score_gemma":0.002934038,"teacher_disagreement_score":0.0011600141,"about_ca_system_score_codex":0.00008147153,"about_ca_system_score_gemma":0.00009390095,"threshold_uncertainty_score":0.0032532811},"labels":[],"label_agreement":null},{"id":"W3110871983","doi":"10.4231/d3xs5jh72","title":"Seismic Performance Evaluation and Design of Multi-Tiered Steel Concentrically Braced Frames","year":2014,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Braced frame; Structural engineering; Steel frame; Geology; Forensic engineering; Computer science; Engineering; Frame (networking); Mechanical engineering","score_opus":0.0119875984285001,"score_gpt":0.21853791964687494,"score_spread":0.20655032121837483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110871983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9464432,0.00026814104,0.04824278,0.000028626735,0.000018861358,0.00005349525,0.000119360346,0.000111551955,0.004714034],"genre_scores_gemma":[0.99303484,0.0000661037,0.0062785163,0.0000044446147,0.0000017115362,0.000011676722,0.00004385686,0.000005988805,0.0005529535],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979323,0.000036331552,0.0000097747,0.000029291805,0.000087689616,0.000043727778],"domain_scores_gemma":[0.9997458,0.000048661856,0.000059249804,0.0000228149,0.000086325184,0.000037220492],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033936487,0.0006524956,0.0003520016,0.0005625683,0.00017360754,0.00040333328,0.00071113,0.0004303601,0.0012391614],"category_scores_gemma":[0.00045406612,0.00022604458,0.0002857644,0.00023769418,0.00023084895,0.00018589915,0.00022070124,0.00014052165,0.00024708582],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008953571,0.00020300366,0.007562239,0.000283093,0.0000651502,0.00048748875,0.00016032338,0.5595204,0.36517796,0.001254548,0.00043376157,0.06395666],"study_design_scores_gemma":[0.00007975306,0.0035458615,0.020730702,0.000040411913,0.000105826155,0.00021774483,0.00026205368,0.8962339,0.07615032,0.00023221827,0.0023494652,0.000051794796],"about_ca_topic_score_codex":0.0040537547,"about_ca_topic_score_gemma":0.008542953,"teacher_disagreement_score":0.0040537547,"about_ca_system_score_codex":0.00042803644,"about_ca_system_score_gemma":0.00045030075,"threshold_uncertainty_score":0.0080602765},"labels":[],"label_agreement":null},{"id":"W3112910221","doi":"10.52547/nmce.4.2.17","title":"Optimal placement of post-tensioned self-centering yielding braced systems for braced frame structures","year":2019,"lang":"en","type":"article","venue":"Numerical Methods in Civil Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Braced frame; Structural engineering; Frame (networking); Computer science; Engineering; Mechanical engineering","score_opus":0.011747619378402135,"score_gpt":0.2800876425130997,"score_spread":0.26834002313469757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3112910221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57727253,0.0003122551,0.41536507,0.000077093035,0.000043093274,0.0000842786,0.000063047584,0.00027549188,0.0065071047],"genre_scores_gemma":[0.9675436,0.000063235086,0.031718556,0.0000058951446,0.000003865282,0.000025708056,0.000025433932,0.000008358427,0.00060514937],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988604,0.000021719927,0.000007991305,0.000026163005,0.000037329024,0.000020722395],"domain_scores_gemma":[0.9998524,0.000020463256,0.00006486337,0.00001582497,0.000031241358,0.000015254323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001777726,0.00043505416,0.00024105827,0.0003241842,0.00018437258,0.00038059228,0.0005225211,0.00032023995,0.0013373775],"category_scores_gemma":[0.00036124635,0.00020647011,0.00015415157,0.00015162492,0.00030720193,0.00032925786,0.00031898243,0.00016778245,0.00024380795],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000554807,0.00015235544,0.0058782524,0.00044014677,0.00005690995,0.0006644073,0.0002560457,0.46908942,0.3841872,0.016635548,0.0010703665,0.12101448],"study_design_scores_gemma":[0.00007071071,0.0011057635,0.0039410484,0.000042642812,0.000056800905,0.00017115787,0.00014978138,0.91423607,0.074471906,0.0016904796,0.004025971,0.00003755303],"about_ca_topic_score_codex":0.00054648507,"about_ca_topic_score_gemma":0.0013452658,"teacher_disagreement_score":0.0013373775,"about_ca_system_score_codex":0.00030842217,"about_ca_system_score_gemma":0.00033346852,"threshold_uncertainty_score":0.0044739842},"labels":[],"label_agreement":null},{"id":"W3115313931","doi":"10.1177/0956059920981861","title":"A study of digital and physical workflows used for the creation of fabric-formed ice shells with bending active frames","year":2020,"lang":"en","type":"article","venue":"International Journal of Space Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"University of Manitoba","keywords":"Workflow; Bending; Shell (structure); Computer science; Scale (ratio); Process (computing); Architectural engineering; Construction engineering; Engineering; Systems engineering; Mechanical engineering; Structural engineering","score_opus":0.01059718337663834,"score_gpt":0.2555442066383867,"score_spread":0.24494702326174833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3115313931","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9143519,0.00009937876,0.07475757,0.00014694051,0.00001115869,0.0004196404,0.00009093167,0.00020351584,0.009919006],"genre_scores_gemma":[0.9013149,0.00024655723,0.0949268,0.00001914619,0.000003302464,0.0002254999,0.00011786162,0.00008234441,0.003063614],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9962149,0.0020119075,0.00024110732,0.00043199476,0.00081343466,0.00028653373],"domain_scores_gemma":[0.99152523,0.005316846,0.00075265224,0.0012836789,0.00080227834,0.00031921404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0057311836,0.0004620901,0.0002787614,0.0014965985,0.0017561979,0.0028825882,0.0010463827,0.00078422675,0.0012781944],"category_scores_gemma":[0.010952126,0.00046992497,0.00051045127,0.0014889495,0.0024564187,0.0020020886,0.0013192042,0.00058578944,0.00027490643],"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":[0.0010061704,0.0025060507,0.08731771,0.0018395109,0.000108461296,0.006797447,0.19456354,0.09667413,0.094637685,0.0790332,0.0019626652,0.4335535],"study_design_scores_gemma":[0.00029618715,0.003696129,0.11317587,0.0010832,0.00023858894,0.0039654546,0.2247104,0.25799453,0.20562741,0.030087605,0.1586146,0.00051008206],"about_ca_topic_score_codex":0.0054493886,"about_ca_topic_score_gemma":0.007912878,"teacher_disagreement_score":0.0057311836,"about_ca_system_score_codex":0.0025094121,"about_ca_system_score_gemma":0.0028868471,"threshold_uncertainty_score":0.030309737},"labels":[],"label_agreement":null},{"id":"W3121230362","doi":"10.1016/j.cad.2021.103003","title":"PolyFrame, Efficient Computation for 3D Graphic Statics","year":2021,"lang":"en","type":"article","venue":"Computer-Aided Design","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal","funders":"National Science Foundation","keywords":"Computer science; Plug-in; Reciprocal; Software; Theoretical computer science; Statics; Image stitching; Computational science; Programming language; Artificial intelligence","score_opus":0.020174085288063675,"score_gpt":0.22317626166477725,"score_spread":0.20300217637671358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3121230362","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005140373,0.000099238656,0.9858986,0.000044422584,0.000045175915,0.00003260637,0.00029913342,0.0026609942,0.005779529],"genre_scores_gemma":[0.3105798,0.0006087794,0.66924053,0.000106602885,0.00008092814,0.00030572183,0.001574947,0.0022883744,0.015214337],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996674,0.000042975473,0.000011213196,0.000044298155,0.00019884245,0.00003518847],"domain_scores_gemma":[0.999678,0.0001134998,0.000019067289,0.00007086526,0.000100241006,0.000018399438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024349599,0.0008951371,0.0008827531,0.0013727283,0.00067541725,0.0012498213,0.0011941657,0.0006259081,0.02509236],"category_scores_gemma":[0.0012953274,0.00058914477,0.00062079553,0.0013767396,0.00045936546,0.0010925449,0.0010949657,0.00072497013,0.0050004995],"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":[0.00026890554,0.0001128412,0.0009576731,0.00040598027,0.000056494442,0.0001898211,0.00021396963,0.3630226,0.022621546,0.09478255,0.022865336,0.49450228],"study_design_scores_gemma":[0.000027668517,0.000042870102,0.00027567177,0.000019484618,0.000013499625,0.00006484543,0.000035725156,0.9575003,0.007204447,0.017755568,0.017043682,0.000016359912],"about_ca_topic_score_codex":0.0056402613,"about_ca_topic_score_gemma":0.011546721,"teacher_disagreement_score":0.02509236,"about_ca_system_score_codex":0.00051332003,"about_ca_system_score_gemma":0.0009000654,"threshold_uncertainty_score":0.083942294},"labels":[],"label_agreement":null},{"id":"W3139471016","doi":"10.1007/978-3-030-44394-8_18","title":"Special Topics of Structural Dynamics","year":2021,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Riverview Hospital","funders":"","keywords":"Diagram; Computer science; Feature (linguistics); Mathematical structure; Statistical physics; Theoretical physics; Mathematics; Physics; Mathematics education; Linguistics; Philosophy","score_opus":0.00598284855643966,"score_gpt":0.17769246916440348,"score_spread":0.17170962060796383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3139471016","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00042848533,0.01363383,0.005304342,0.0015083473,0.0075348937,0.000042790074,0.00018913258,0.00020245173,0.9711557],"genre_scores_gemma":[0.0021070382,0.0062611215,0.0012073411,0.00037470178,0.0021227582,0.00003629897,0.00015365196,0.0001512532,0.9875859],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99968207,0.000048735943,0.000010336381,0.000050280967,0.00017287604,0.00003559122],"domain_scores_gemma":[0.9997665,0.00006783596,0.000009982729,0.000034738532,0.000069825364,0.00005107675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028052184,0.0016120862,0.001281972,0.0023965382,0.0014029192,0.0026910421,0.0009526318,0.0013273016,0.17474248],"category_scores_gemma":[0.00088430423,0.00049573224,0.0006957922,0.0022623632,0.000861996,0.002584019,0.0017977451,0.0026166106,0.083559066],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017074812,0.000056388035,0.00006792847,0.00025883294,0.000006295284,0.00004381214,0.00015553104,0.0007410664,0.00060930476,0.10410674,0.7127614,0.18117574],"study_design_scores_gemma":[0.000002119262,0.00001094466,0.0001386379,0.00009468043,0.0000025870925,0.0000511268,0.000037856913,0.00030939654,0.00010311512,0.020501101,0.97874486,0.0000036224244],"about_ca_topic_score_codex":0.0011209591,"about_ca_topic_score_gemma":0.004505327,"teacher_disagreement_score":0.17474248,"about_ca_system_score_codex":0.0011155868,"about_ca_system_score_gemma":0.0009724846,"threshold_uncertainty_score":0.58457184},"labels":[],"label_agreement":null},{"id":"W3141812126","doi":"10.1115/1.4050092","title":"Numerical Modeling of Initial Stress Stiffening Effect on the Dynamic Behavior of Axisymmetric Shells","year":2021,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Stiffening; Shell (structure); Finite element method; Stiffness; Rotational symmetry; Mechanics; Stiffness matrix; Bending stiffness; Stress (linguistics); Structural engineering; Matrix (chemical analysis); Materials science; Axial symmetry; Conical surface; Vibration; Bending; Mathematics; Physics; Engineering; Composite material","score_opus":0.007761158107837627,"score_gpt":0.25048707780708623,"score_spread":0.24272591969924862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3141812126","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.53818685,0.00019274327,0.44709447,0.0001152754,0.000041095926,0.00005442581,0.00009091481,0.00041297768,0.013811258],"genre_scores_gemma":[0.9740589,0.00007464558,0.023759438,0.000009974436,0.0000041689027,0.000037993148,0.000023034278,0.000027981841,0.0020038404],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998925,0.000032427834,0.0000050866347,0.000013065396,0.000043081018,0.000013912154],"domain_scores_gemma":[0.9997657,0.0000897645,0.00004574419,0.000032226,0.00005134586,0.000015228815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002866444,0.00034878324,0.00031255442,0.00029699784,0.00028597235,0.00033667663,0.0005481578,0.0005735748,0.0008988694],"category_scores_gemma":[0.00066953263,0.00022189508,0.00028582872,0.00023711157,0.0005664623,0.0003168532,0.00030053296,0.00023660707,0.00016440164],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022884502,0.000020414122,0.00039635107,0.000019308614,0.0000052853516,0.00006615248,0.000037318914,0.9784111,0.015363745,0.003400474,0.00006291112,0.0021941066],"study_design_scores_gemma":[0.0000016090306,0.0000073266556,0.00009500718,0.0000011594178,6.740693e-7,0.000006259695,0.0000022701577,0.99891865,0.0007894691,0.00009912554,0.00007705342,0.0000013964059],"about_ca_topic_score_codex":0.0027923589,"about_ca_topic_score_gemma":0.001458832,"teacher_disagreement_score":0.0027923589,"about_ca_system_score_codex":0.00033293644,"about_ca_system_score_gemma":0.00036389544,"threshold_uncertainty_score":0.0055522323},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7846241,0.00024263913,0.20474246,0.00017524339,0.000022831246,0.000030620187,0.000024975887,0.0001178967,0.010019151],"genre_scores_gemma":[0.9916122,0.000088873196,0.0064417,0.000014709423,0.0000042081756,0.000015500995,0.0000067739497,0.000012096319,0.0018038861],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993634,0.0000140073425,0.000001786965,0.00001135674,0.000026288877,0.000010175379],"domain_scores_gemma":[0.99994457,0.0000223464,0.00001638422,0.0000069253188,0.0000052324876,0.0000045280726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000097512944,0.00024243962,0.00018495078,0.00014306972,0.00015185164,0.00022163332,0.00024675883,0.00032843393,0.00072087656],"category_scores_gemma":[0.00018520791,0.00017814302,0.00031040475,0.000064226195,0.0005834083,0.0002511657,0.0003043773,0.00017664018,0.00008530712],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000531508,0.00003618174,0.0004195489,0.000039597897,0.000015176841,0.00022046939,0.000085808664,0.82934976,0.1588332,0.005308513,0.000065525535,0.005572987],"study_design_scores_gemma":[0.000005596591,0.000044689477,0.00049563765,0.0000026681043,0.0000044982867,0.000031844123,0.000019830553,0.99043536,0.008255248,0.00047566489,0.0002239103,0.000004949536],"about_ca_topic_score_codex":0.001206599,"about_ca_topic_score_gemma":0.0010812861,"teacher_disagreement_score":0.001206599,"about_ca_system_score_codex":0.0002805665,"about_ca_system_score_gemma":0.00018188801,"threshold_uncertainty_score":0.002411604},"labels":[],"label_agreement":null},{"id":"W3159656394","doi":"10.1016/b978-0-08-043003-4.50173-x","title":"10.1016/b978-0-08-043003-4.50173-x","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Materials science; Structural engineering; Mechanics; Composite material; Engineering; Physics","score_opus":0.004831899704972547,"score_gpt":0.1448784772094018,"score_spread":0.14004657750442925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3159656394","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00023323693,0.0004293381,0.0017957169,0.000318533,0.00016106514,0.00004481007,0.0008609299,0.0013289637,0.99482745],"genre_scores_gemma":[0.0006826142,0.00025615285,0.00063139887,0.00010651768,0.00003626775,0.000034902143,0.000544424,0.00032967803,0.9973781],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995548,0.000029230578,0.000029906643,0.0001490031,0.0001557617,0.00008123446],"domain_scores_gemma":[0.99836725,0.0005448467,0.00012209872,0.0002764335,0.00031008845,0.00037929876],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0009161295,0.0021018363,0.0013110983,0.0019451188,0.0011703672,0.004234118,0.002764347,0.003840456,0.9762166],"category_scores_gemma":[0.001702934,0.00079048186,0.0007904857,0.002244483,0.0010375392,0.0046753255,0.0027571411,0.0019326747,0.98824],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001259685,0.0001133463,0.0004060702,0.00039677293,0.000017788403,0.000109106106,0.00008366388,0.00045267495,0.0023769545,0.008861327,0.34062952,0.64642686],"study_design_scores_gemma":[0.000016432337,0.000042518554,0.00048276744,0.00019808779,0.000008232299,0.00017206537,0.00006496402,0.00018844433,0.00040435232,0.001548646,0.9968606,0.000012771281],"about_ca_topic_score_codex":0.003043681,"about_ca_topic_score_gemma":0.002836027,"teacher_disagreement_score":0.023783386,"about_ca_system_score_codex":0.00090084266,"about_ca_system_score_gemma":0.0007534954,"threshold_uncertainty_score":0.033924103},"labels":[],"label_agreement":null},{"id":"W3169195984","doi":"","title":"AXIAL AND LATERAL PERFORMANCE OF HELICAL PILE GROUPS","year":2011,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pile; Structural engineering; Geology; Geometry; Mathematics; Engineering","score_opus":0.05481259561546804,"score_gpt":0.23857494131030563,"score_spread":0.18376234569483757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3169195984","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976597,0.000026474754,0.00092726556,0.000008817939,0.0000052934456,0.000008616432,0.000056727564,0.000038888506,0.0012681508],"genre_scores_gemma":[0.99857104,0.000021568028,0.0002713491,0.000004650404,0.0000016255136,0.0000041262274,0.00008058819,0.000008871538,0.0010361869],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994229,0.000043729386,0.000030387097,0.00005821203,0.00029499872,0.00014980552],"domain_scores_gemma":[0.9988675,0.00024430756,0.00018285788,0.00016051062,0.00036827318,0.0001764792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052945677,0.00047043772,0.0002868713,0.0008903175,0.0005577844,0.00045740965,0.00043721017,0.00042516398,0.0031361964],"category_scores_gemma":[0.0012490157,0.00023155811,0.0002671288,0.00047122984,0.0007426118,0.00044127836,0.00072358624,0.00020541702,0.0007285706],"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":[0.0026459445,0.00027557637,0.034213386,0.00025282835,0.000055282522,0.00079149706,0.0009855226,0.12693,0.7842417,0.0004549227,0.00068929815,0.04846409],"study_design_scores_gemma":[0.00004979578,0.004807731,0.12100663,0.00005410139,0.000099657074,0.0005118025,0.002415936,0.13394915,0.733966,0.00038004346,0.0026611031,0.00009807545],"about_ca_topic_score_codex":0.002281088,"about_ca_topic_score_gemma":0.0034740036,"teacher_disagreement_score":0.0031361964,"about_ca_system_score_codex":0.0003021075,"about_ca_system_score_gemma":0.00032675275,"threshold_uncertainty_score":0.01049161},"labels":[],"label_agreement":null},{"id":"W3172838083","doi":"10.1016/j.dam.2022.07.019","title":"Transverse rigidity is prestress stability","year":2022,"lang":"en","type":"article","venue":"Discrete Applied Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Alfred P. Sloan Foundation","keywords":"Rigidity (electromagnetism); Transverse plane; Mathematics; Structural rigidity; Geometry; Structural engineering; Engineering","score_opus":0.012563025453384322,"score_gpt":0.1972422386297764,"score_spread":0.18467921317639208,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3172838083","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2265366,0.0021538727,0.47070158,0.005419695,0.0016428751,0.00009241666,0.0007864584,0.00071112893,0.29195547],"genre_scores_gemma":[0.8879957,0.0010706215,0.009861716,0.00073265017,0.00087593135,0.00006536139,0.00026495662,0.00024426295,0.098888725],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99966,0.000054454842,0.000011538005,0.000104138475,0.00010326738,0.00006645821],"domain_scores_gemma":[0.9992748,0.00018101119,0.0001749994,0.00008628065,0.00018327977,0.000099657365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036329246,0.00096656545,0.00066196267,0.0014980664,0.0012680636,0.001511571,0.00077348517,0.0011706499,0.024950251],"category_scores_gemma":[0.001462438,0.0003825571,0.0007149176,0.00063980574,0.0023626224,0.0027867467,0.0015091836,0.0020636183,0.0026875702],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013058225,0.000034759767,0.00042917774,0.00011149624,0.00003254624,0.00016878772,0.00014717126,0.009305995,0.011112391,0.9481978,0.0038178416,0.026511481],"study_design_scores_gemma":[0.000019887568,0.00014764597,0.0018657714,0.00003820265,0.000023771134,0.00053824583,0.0002430323,0.038730767,0.005644745,0.93793327,0.014774078,0.00004053923],"about_ca_topic_score_codex":0.00095757586,"about_ca_topic_score_gemma":0.00068091176,"teacher_disagreement_score":0.024950251,"about_ca_system_score_codex":0.0004758119,"about_ca_system_score_gemma":0.0004648859,"threshold_uncertainty_score":0.08346683},"labels":[],"label_agreement":null},{"id":"W3175779663","doi":"10.2514/1.a34962","title":"Nonlinear Deployment Dynamics and Wrinkling of a Membrane Attached to Two Axially Moving Beams","year":2021,"lang":"en","type":"article","venue":"Journal of Spacecraft and Rockets","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Discretization; Axial symmetry; Mathematical analysis; Algebraic equation; Equations of motion; Mathematics; Classical mechanics; Mechanics; Physics; Geometry","score_opus":0.005947997226079379,"score_gpt":0.22446752701564016,"score_spread":0.21851952978956077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3175779663","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97665,0.00005855438,0.019335527,0.00011168294,0.000020835403,0.000015577874,0.000060887854,0.000033384476,0.0037135633],"genre_scores_gemma":[0.9959592,0.00004600073,0.001965856,0.000009643499,0.000003125267,0.000010554962,0.00003470612,0.000005142699,0.001965766],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990666,0.000015251224,0.0000037732366,0.000018023125,0.000025365225,0.00003087721],"domain_scores_gemma":[0.9998272,0.00004169529,0.000049122216,0.000022393951,0.000019273337,0.00004027403],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014832262,0.00042463923,0.00035882692,0.00022711266,0.00048498914,0.00045768006,0.00058346416,0.0008996109,0.001736788],"category_scores_gemma":[0.00036405417,0.00023344504,0.0003721483,0.00020838121,0.00076200924,0.0003979869,0.0008518598,0.00052667153,0.00024801743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030782007,0.0001228183,0.005505313,0.000100973535,0.000048121612,0.0019627637,0.0004593194,0.8693348,0.10513189,0.00822665,0.0003468069,0.008452746],"study_design_scores_gemma":[0.000011877468,0.00008835297,0.0014710786,0.0000041805633,0.0000037968675,0.000057031044,0.000109339264,0.9949286,0.0027537977,0.00036747937,0.00019443412,0.000010087893],"about_ca_topic_score_codex":0.0064314986,"about_ca_topic_score_gemma":0.0028800168,"teacher_disagreement_score":0.0064314986,"about_ca_system_score_codex":0.0003915383,"about_ca_system_score_gemma":0.00042555385,"threshold_uncertainty_score":0.012788117},"labels":[],"label_agreement":null},{"id":"W3180179525","doi":"10.2316/j.2021.206-0622","title":"BEND ANGLE AND CONTACT FORCE ON SOFT PNEUMATIC GRIPPER FOR GRASPING CYLINDRICAL-SHAPED DIFFERENT-SIZED OBJECTS","year":2021,"lang":"en","type":"article","venue":"International Journal of Robotics and Automation","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Contact force; Mechanical engineering; Materials science; Computer science; Structural engineering; Engineering; Physics; Classical mechanics","score_opus":0.009645416893345552,"score_gpt":0.234638502918711,"score_spread":0.22499308602536544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3180179525","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9336881,0.0007034145,0.058615673,0.0001280103,0.0000894879,0.000039380102,0.00009984524,0.00027932145,0.006356751],"genre_scores_gemma":[0.99643123,0.00009457567,0.0023831655,0.000011769194,0.000007024484,0.0000073593633,0.000029053352,0.000008229412,0.001027447],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980515,0.000018076447,0.000006626365,0.000034633755,0.0001100819,0.000025412333],"domain_scores_gemma":[0.99956113,0.00018448953,0.000052788517,0.000054710126,0.00010484233,0.00004200019],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023460375,0.00031885505,0.0003431053,0.0003544774,0.00021176276,0.0002521045,0.0004829662,0.00047005602,0.002356756],"category_scores_gemma":[0.00066327624,0.00019696723,0.00030054816,0.00026655308,0.00033678405,0.00038938588,0.00025945023,0.00018512017,0.00020840384],"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":[0.0015606605,0.00009202217,0.001787414,0.00030588146,0.000030050787,0.00046835357,0.00012052744,0.02049759,0.91369486,0.0017013231,0.00072640914,0.059014924],"study_design_scores_gemma":[0.00015186732,0.0028760957,0.06038116,0.000054170006,0.000082101804,0.0012428627,0.000223182,0.41745377,0.51164913,0.0025608705,0.0031902783,0.00013446271],"about_ca_topic_score_codex":0.0004634572,"about_ca_topic_score_gemma":0.0005574031,"teacher_disagreement_score":0.002356756,"about_ca_system_score_codex":0.00018021761,"about_ca_system_score_gemma":0.00017452985,"threshold_uncertainty_score":0.007884145},"labels":[],"label_agreement":null},{"id":"W3180548630","doi":"10.1016/j.ast.2021.106926","title":"Modified spiral folding pattern for deployable membranes","year":2021,"lang":"en","type":"article","venue":"Aerospace Science and Technology","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Resources, Energy and Science Authority of Sri Lanka; University of Moratuwa; National Research Council Sri Lanka; National Science Foundation","keywords":"Spiral (railway); Membrane; Folding (DSP implementation); Aerospace engineering; Engineering; Materials science; Computer science; Nanotechnology; Mechanical engineering; Mechanics; Physics; Chemistry","score_opus":0.008762695435969258,"score_gpt":0.21427571249076113,"score_spread":0.20551301705479189,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3180548630","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48478067,0.00037029185,0.4763285,0.0004550274,0.00018045439,0.00007522965,0.00024630895,0.0005032075,0.037060298],"genre_scores_gemma":[0.91829383,0.00018706643,0.07415028,0.00005189111,0.000013530707,0.00006232631,0.000090218,0.00006213711,0.0070886817],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994135,0.000012898007,0.00000311116,0.000012844661,0.00001831787,0.000011456572],"domain_scores_gemma":[0.9998878,0.000017701655,0.000025378686,0.000030710995,0.000025690506,0.000012572097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000102490834,0.00028428016,0.0002308604,0.0002268735,0.00015573714,0.00040703765,0.00037517634,0.0005835156,0.0024835782],"category_scores_gemma":[0.0003429763,0.0001428317,0.0002310154,0.00020713422,0.0002951746,0.00033759783,0.00030543888,0.00027304268,0.00046765112],"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":[0.00050697994,0.00014992138,0.0015816146,0.00022069468,0.00003548312,0.00075018615,0.000114694056,0.3873148,0.40673655,0.11010201,0.0025658493,0.0899212],"study_design_scores_gemma":[0.000057014837,0.0003155243,0.0010023765,0.000026105934,0.000013366937,0.0004199785,0.00005352831,0.93129635,0.038903676,0.021838691,0.006047728,0.000025623473],"about_ca_topic_score_codex":0.0002789406,"about_ca_topic_score_gemma":0.00029885405,"teacher_disagreement_score":0.0024835782,"about_ca_system_score_codex":0.00026383734,"about_ca_system_score_gemma":0.00022592371,"threshold_uncertainty_score":0.008308411},"labels":[],"label_agreement":null},{"id":"W3183467042","doi":"10.29173/mocs171","title":"Experimental Research on Joint Mechanical Behavior of Container Structures","year":2015,"lang":"en","type":"article","venue":"Modular and Offsite Construction (MOC) Summit Proceedings","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Joint (building); Structural engineering; Modular design; Upgrade; Flexural strength; Container (type theory); Stiffness; Bearing capacity; Architecture; Engineering; Computer science; Mechanical engineering","score_opus":0.06389095149035946,"score_gpt":0.29070191847423604,"score_spread":0.2268109669838766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3183467042","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9922271,0.0001662222,0.0050634756,0.000028875118,0.000022164755,0.00001657161,0.00025859717,0.00006896158,0.0021480443],"genre_scores_gemma":[0.9960521,0.00010293816,0.0023195283,0.0000075126554,0.0000064958235,0.00002023664,0.00027108775,0.000016580454,0.0012035407],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945,0.00006083374,0.000024267321,0.00010664768,0.00025514618,0.00010304522],"domain_scores_gemma":[0.9990559,0.00020620269,0.00015046984,0.00026594166,0.00023278328,0.00008874066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006283434,0.0005706267,0.00032920952,0.0005823883,0.0004573092,0.00024288017,0.0005702219,0.00058264396,0.0038836498],"category_scores_gemma":[0.0010872087,0.00028935558,0.0003344622,0.00071033114,0.0008471987,0.0006017812,0.0004863105,0.00051271025,0.0004038302],"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":[0.00034059366,0.00043658147,0.0048321984,0.0001909907,0.000025734169,0.0002052027,0.00031640643,0.022307929,0.9568494,0.0018695353,0.0005218613,0.012103589],"study_design_scores_gemma":[0.00006424381,0.0054017133,0.043668482,0.000045305864,0.000064743355,0.00042279458,0.00077322964,0.13735989,0.80583495,0.0012097989,0.0050851074,0.00006968394],"about_ca_topic_score_codex":0.0007258474,"about_ca_topic_score_gemma":0.0009931263,"teacher_disagreement_score":0.0038836498,"about_ca_system_score_codex":0.00019678722,"about_ca_system_score_gemma":0.00021503407,"threshold_uncertainty_score":0.012992144},"labels":[],"label_agreement":null},{"id":"W3186698573","doi":"10.1115/1.4051091","title":"Damping and Bandgap Characteristics of a Viscoelastic Tensegrity Damper","year":2021,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","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":"Wescam (Canada)","funders":"","keywords":"Damper; Tensegrity; Vibration; Structural engineering; Vibration control; Engineering; Vibration isolation; Control theory (sociology); Computer science; Physics; Acoustics","score_opus":0.005330968752140591,"score_gpt":0.19296836627419256,"score_spread":0.18763739752205197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3186698573","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9844238,0.00024673183,0.013279724,0.00005168388,0.000015615316,0.000015605387,0.000048461057,0.000099410696,0.0018189066],"genre_scores_gemma":[0.9969946,0.000045770794,0.002122666,0.000005680104,0.0000021017706,0.0000061603637,0.00001563909,0.000005900552,0.0008015867],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998938,0.0000103372495,0.0000033335507,0.000027259943,0.000055051794,0.000010199798],"domain_scores_gemma":[0.9997012,0.00013462176,0.00008050938,0.000031867094,0.000034237506,0.000017571212],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024156513,0.00015618581,0.00022259519,0.00033398584,0.00016856416,0.00028447915,0.00030634034,0.00038730938,0.0020731061],"category_scores_gemma":[0.00054516696,0.00010868197,0.00009538207,0.000113345,0.00040732606,0.0002883809,0.00019338328,0.0002158039,0.00019207323],"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":[0.00012804857,0.000033500484,0.0003372095,0.00004147514,0.000004772669,0.00007542801,0.00014429314,0.0021515996,0.9922167,0.0014791464,0.00007649791,0.0033111994],"study_design_scores_gemma":[0.000039621675,0.00082291674,0.005377546,0.000021032822,0.000019246687,0.0002623829,0.00011595047,0.12452144,0.86425006,0.00081488845,0.0037219096,0.0000329482],"about_ca_topic_score_codex":0.000117381154,"about_ca_topic_score_gemma":0.000104629646,"teacher_disagreement_score":0.0020731061,"about_ca_system_score_codex":0.00016604479,"about_ca_system_score_gemma":0.000053086314,"threshold_uncertainty_score":0.006935239},"labels":[],"label_agreement":null},{"id":"W3196762558","doi":"","title":"Modeling and application of non-uniform engineering structures coupled with FGM and piezoelectric materials in stability enhancement and energy harvesting","year":2019,"lang":"en","type":"dissertation","venue":"Mspace (University of Manitoba)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Research Manitoba","keywords":"Piezoelectricity; Energy harvesting; Materials science; Stability (learning theory); Mechanical engineering; Energy (signal processing); Engineering; Engineering physics; Acoustics; Electronic engineering; Computer science; Composite material; Physics","score_opus":0.004176320721155497,"score_gpt":0.16139308218403217,"score_spread":0.15721676146287666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3196762558","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15125777,0.00097154407,0.83219063,0.00022096185,0.000050759176,0.000060029895,0.000059987782,0.0001391354,0.015049147],"genre_scores_gemma":[0.92315036,0.0009533743,0.068625815,0.000058924954,0.000017207163,0.00010139788,0.000047347894,0.000021826138,0.007023817],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994445,0.000010044453,0.0000020449913,0.00001406303,0.000022286295,0.0000071510203],"domain_scores_gemma":[0.9999517,0.000015644036,0.00001324879,0.000008671882,0.000007845816,0.0000028336592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013952787,0.00031608262,0.00022738153,0.00020612824,0.00016355279,0.00033236117,0.0005204776,0.0006038153,0.000721927],"category_scores_gemma":[0.00019232485,0.00018330225,0.00031763868,0.00020728892,0.0003985395,0.0005110501,0.00035236924,0.0002825465,0.00016544583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031137846,0.000054850956,0.0010412671,0.00016616652,0.000027248809,0.00035415823,0.00014100714,0.7270045,0.19545515,0.047982913,0.0003539089,0.027387608],"study_design_scores_gemma":[0.0000018278665,0.00002819078,0.00034226623,0.0000052002483,0.0000039326037,0.00004236464,0.000015317972,0.9918029,0.0051915552,0.0017424816,0.0008203172,0.0000036208844],"about_ca_topic_score_codex":0.00061373593,"about_ca_topic_score_gemma":0.000984663,"teacher_disagreement_score":0.000721927,"about_ca_system_score_codex":0.00034227353,"about_ca_system_score_gemma":0.0002572457,"threshold_uncertainty_score":0.0024834275},"labels":[],"label_agreement":null},{"id":"W3199685950","doi":"10.1177/09560599211035708","title":"Realization of historical Persian ornamental and geometric patterns as architectural components in innovative reciprocal frame barrel vaults","year":2021,"lang":"en","type":"article","venue":"International Journal of Space Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Frame (networking); Displacement (psychology); Vault (architecture); Computer science; Plan (archaeology); Structural engineering; Engineering drawing; Barrel (horology); Reciprocal; Realization (probability); Engineering; Mechanical engineering; Mathematics; Archaeology; Geography","score_opus":0.009621826092375923,"score_gpt":0.23160000068227332,"score_spread":0.2219781745898974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3199685950","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83500195,0.00015041977,0.13337843,0.00007351555,0.000054702505,0.00005534668,0.00015648612,0.0003527878,0.030776383],"genre_scores_gemma":[0.94783115,0.00006070157,0.04858243,0.000009132869,0.0000044006388,0.000020066873,0.00008303316,0.00005527995,0.0033537336],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988496,0.000020993772,0.0000040096215,0.000017998964,0.000054061584,0.000017829861],"domain_scores_gemma":[0.999897,0.000011468831,0.000018549013,0.000033524047,0.00002998921,0.0000093344515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001846419,0.00039275739,0.000119087046,0.00043571487,0.00023074377,0.0005139484,0.00032550812,0.00021826412,0.0026496942],"category_scores_gemma":[0.0003201853,0.00013892369,0.00020398325,0.00028979426,0.00039504044,0.00027806382,0.00044621647,0.00024409361,0.00053637504],"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":[0.00037199334,0.00015475936,0.017467605,0.00037993668,0.000057519188,0.0017146784,0.0011756367,0.22506618,0.37124792,0.08104708,0.0029786625,0.29833806],"study_design_scores_gemma":[0.000102872786,0.0023535246,0.049056645,0.00015350823,0.00014676228,0.005706033,0.0027939589,0.36552265,0.4187555,0.028203564,0.12707247,0.00013250802],"about_ca_topic_score_codex":0.00038104845,"about_ca_topic_score_gemma":0.001106529,"teacher_disagreement_score":0.0026496942,"about_ca_system_score_codex":0.00020897134,"about_ca_system_score_gemma":0.00017569598,"threshold_uncertainty_score":0.008864105},"labels":[],"label_agreement":null},{"id":"W3203920447","doi":"","title":"Pixellations III: Flats","year":2009,"lang":"en","type":"article","venue":"Journal of the Royal Astronomical Society of Canada","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Environmental science; Geology","score_opus":0.0025114164156596914,"score_gpt":0.15249598839367265,"score_spread":0.14998457197801296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3203920447","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030439945,0.000353162,0.83827686,0.0005284291,0.00042608162,0.00018962569,0.0023898121,0.0070462823,0.12034969],"genre_scores_gemma":[0.3633213,0.00034123077,0.53893745,0.0006546856,0.0002365691,0.00038441492,0.0069140666,0.007281451,0.08192888],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99941516,0.0001002006,0.000024141504,0.00012662594,0.000237198,0.00009669282],"domain_scores_gemma":[0.9993228,0.00014044004,0.000032250635,0.00025367088,0.00017838107,0.00007251136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008260022,0.0008660837,0.00086668634,0.00079620513,0.00088968145,0.0015637728,0.0015984405,0.00094536995,0.05467861],"category_scores_gemma":[0.0023967945,0.00051886874,0.0008390388,0.00076368195,0.00091021264,0.0012588906,0.0019121186,0.0017607991,0.009394046],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052702054,0.0002334772,0.0011556947,0.00029686381,0.00008205811,0.00023863552,0.0001800382,0.1395291,0.008781862,0.41127026,0.08789253,0.34981257],"study_design_scores_gemma":[0.000116990646,0.00015859236,0.00086308265,0.00007296991,0.000032859076,0.0001509832,0.00009338069,0.64620894,0.009559054,0.26743838,0.0752605,0.00004437158],"about_ca_topic_score_codex":0.0038648979,"about_ca_topic_score_gemma":0.006322744,"teacher_disagreement_score":0.05467861,"about_ca_system_score_codex":0.0006761218,"about_ca_system_score_gemma":0.0010824931,"threshold_uncertainty_score":0.18291819},"labels":[],"label_agreement":null},{"id":"W3212358949","doi":"10.1115/imece2001/ad-23733","title":"On the Finite Element Modeling of Smart Structures","year":2001,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Space Agency","funders":"","keywords":"Finite element method; Actuator; Simple (philosophy); Computer science; Piezoelectricity; Work (physics); Mechanical engineering; Structural engineering; Engineering; Artificial intelligence; Electrical engineering","score_opus":0.013741510614671512,"score_gpt":0.202160008285154,"score_spread":0.1884184976704825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212358949","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010331892,0.000316482,0.9822097,0.0001155215,0.000036091657,0.00004699641,0.00007992026,0.00021781214,0.006645579],"genre_scores_gemma":[0.5122145,0.0014585669,0.46856752,0.00016536786,0.000051233455,0.0005577223,0.00041861716,0.00015975643,0.0164068],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997559,0.0000815787,0.000012691657,0.0000226728,0.000113751055,0.000013539309],"domain_scores_gemma":[0.99971753,0.00014413979,0.000023533386,0.000041914926,0.00006287802,0.000010013494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005574455,0.00039744892,0.0006224325,0.00061288045,0.00030311584,0.00066692,0.00083077105,0.001162993,0.0036543943],"category_scores_gemma":[0.0011811706,0.00034459782,0.00047548246,0.00042765387,0.00083824777,0.00068692875,0.00046714587,0.0005619177,0.0011300617],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016197277,0.000024175913,0.00018412116,0.000056805955,0.000009890269,0.00004012548,0.000048079455,0.9574299,0.004396443,0.02508911,0.00026766435,0.012437547],"study_design_scores_gemma":[0.000002194625,0.000008242266,0.000040330488,0.000009297063,0.0000014899052,0.000012397118,0.000006319462,0.9947189,0.00053913466,0.0028868236,0.0017722567,0.000002559559],"about_ca_topic_score_codex":0.0016969161,"about_ca_topic_score_gemma":0.0014807252,"teacher_disagreement_score":0.0036543943,"about_ca_system_score_codex":0.00030975055,"about_ca_system_score_gemma":0.00038799472,"threshold_uncertainty_score":0.012225151},"labels":[],"label_agreement":null},{"id":"W38332691","doi":"10.1007/978-1-4419-1047-9_13","title":"Stability of Elastic Systems","year":2009,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":173,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Condor Petroleum (Canada); Riverview Hospital","funders":"","keywords":"Phenomenon; Stability (learning theory); Structural stability; Arch; Structural engineering; Computer science; Mathematics; Engineering; Epistemology; Philosophy","score_opus":0.010604249384716219,"score_gpt":0.17274310550083802,"score_spread":0.1621388561161218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W38332691","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0047527254,0.031469095,0.13006096,0.0023411824,0.0019380394,0.00003471287,0.00020682736,0.0003378662,0.82885855],"genre_scores_gemma":[0.117830366,0.029214393,0.03207183,0.00071719097,0.0022614577,0.00014634812,0.00054176827,0.00037027753,0.8168465],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998301,0.000028648175,0.0000063492867,0.000027957973,0.00009540425,0.000011531773],"domain_scores_gemma":[0.99987936,0.000045234814,0.0000072824973,0.000022497314,0.00003797148,0.000007568123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021931405,0.0006641694,0.00044208614,0.00070935464,0.0004586267,0.0010276664,0.0005223625,0.000595924,0.01691087],"category_scores_gemma":[0.0005849426,0.00031397783,0.00034378978,0.00057177246,0.001126867,0.000999424,0.00067913154,0.0014403043,0.0059513426],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016354345,0.000024210156,0.00007941734,0.00014533133,0.000013893074,0.00004256583,0.0001656627,0.009396917,0.0027040946,0.78537637,0.07919596,0.12283913],"study_design_scores_gemma":[0.0000070690166,0.000016741133,0.00030820258,0.0001043858,0.000006973879,0.00010650749,0.000046109017,0.013895648,0.0012924749,0.6205097,0.36369088,0.000015342439],"about_ca_topic_score_codex":0.0009579541,"about_ca_topic_score_gemma":0.0011266216,"teacher_disagreement_score":0.01691087,"about_ca_system_score_codex":0.00061551615,"about_ca_system_score_gemma":0.00044531943,"threshold_uncertainty_score":0.056572556},"labels":[],"label_agreement":null},{"id":"W4205569330","doi":"10.3390/app112411946","title":"Rigidity through a Projective Lens","year":2021,"lang":"en","type":"article","venue":"MDPI (MDPI AG)","topic":"Structural Analysis and Optimization","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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rigidity (electromagnetism); Matroid; Projective test; Infinitesimal; Pure mathematics; Projective space; Mathematics; Projective geometry; Algebra over a field; Mathematical analysis; Discrete mathematics; Physics; Differential geometry","score_opus":0.016192824599238643,"score_gpt":0.21485990298367155,"score_spread":0.1986670783844329,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205569330","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.043701578,0.0035924488,0.72376984,0.0041851103,0.0004510698,0.000042647673,0.00039632292,0.0003738091,0.22348726],"genre_scores_gemma":[0.85404783,0.004442927,0.10084012,0.0012747446,0.00090006273,0.0000802625,0.00042372572,0.00024080875,0.037749495],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9986106,0.00039254353,0.000058996393,0.00032847543,0.00047928863,0.00013000185],"domain_scores_gemma":[0.9990656,0.0003387187,0.00014065171,0.0002269171,0.00013731243,0.00009088417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011479291,0.00060348184,0.0003621156,0.0011690168,0.0010861037,0.0023766784,0.00069297286,0.0008582964,0.011119963],"category_scores_gemma":[0.0022855743,0.00036016267,0.0008194537,0.0008849786,0.0053190934,0.0050381734,0.002612998,0.002137186,0.0015771765],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026013383,0.0000011641007,0.000031165982,0.000011960793,0.0000022343988,0.000015989197,0.000042141684,0.0012162759,0.00013814062,0.9955232,0.00040497186,0.0026101293],"study_design_scores_gemma":[0.00000388179,0.000028138453,0.00029831004,0.000028618446,0.000006237442,0.00014138808,0.00008897535,0.008130714,0.00044001383,0.96795774,0.022860304,0.000015796439],"about_ca_topic_score_codex":0.0012626275,"about_ca_topic_score_gemma":0.0010917318,"teacher_disagreement_score":0.011119963,"about_ca_system_score_codex":0.0012175078,"about_ca_system_score_gemma":0.0005657934,"threshold_uncertainty_score":0.037199974},"labels":[],"label_agreement":null},{"id":"W4206136713","doi":"10.22215/etd/2021-14794","title":"Dynamic Aeroelastic Performance Optimization of Adaptive Aerospace Structures Employing Structural Geometric Nonlinearities","year":2021,"lang":"en","type":"dissertation","venue":"","topic":"Structural Analysis and Optimization","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":"Carleton University","funders":"National Aeronautics and Space Administration","keywords":"Aeroelasticity; Aerodynamics; Truss; Structural engineering; Engineering; Aerodynamic force; Finite element method; Stiffness; Random vibration; Modal; Computer science; Control theory (sociology); Vibration; Aerospace engineering; Acoustics; Physics","score_opus":0.006302679336227849,"score_gpt":0.21435072238529446,"score_spread":0.2080480430490666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206136713","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3095857,0.0003020965,0.67408717,0.0001469149,0.000022206867,0.00006262674,0.000044306555,0.00011114536,0.015637923],"genre_scores_gemma":[0.96137726,0.00017843956,0.035222907,0.000022149197,0.000007745769,0.00006995161,0.000029668623,0.000027010496,0.0030649258],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989986,0.000025771598,0.0000031267896,0.000018165694,0.000037337235,0.00001578287],"domain_scores_gemma":[0.99989283,0.0000478882,0.000021763553,0.000009970593,0.000020716012,0.0000067441433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031301632,0.00051492074,0.00035831006,0.0002412061,0.000159561,0.00049165695,0.00034220924,0.0004723519,0.0008055649],"category_scores_gemma":[0.00045149802,0.00018866807,0.00033309803,0.00014661683,0.00039378443,0.00026549443,0.00042712115,0.0003182531,0.0001508249],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008113456,0.000016398635,0.00014029354,0.000013918908,0.000005081189,0.000011718034,0.0000123725795,0.9881924,0.0049656127,0.0009787134,0.00003340364,0.0056219646],"study_design_scores_gemma":[0.0000019510323,0.000040506464,0.00013728053,0.000002603847,0.0000022284187,0.0000042643287,0.000007270586,0.9985049,0.00079259346,0.0003272466,0.00017774451,0.0000015504024],"about_ca_topic_score_codex":0.0011083923,"about_ca_topic_score_gemma":0.0011639555,"teacher_disagreement_score":0.0011083923,"about_ca_system_score_codex":0.0003022611,"about_ca_system_score_gemma":0.00038745947,"threshold_uncertainty_score":0.0026948452},"labels":[],"label_agreement":null},{"id":"W421011947","doi":"","title":"A RICCI QUARTER-SYMMETRIC NON-METRIC CONNECTION IN A RIEMANNIAN MANIFOLD","year":2000,"lang":"en","type":"article","venue":"Tensor. New series","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fundamental theorem of Riemannian geometry; Metric connection; Mathematics; Connection (principal bundle); Ricci curvature; Levi-Civita connection; Quarter (Canadian coin); Metric (unit); Pure mathematics; Mathematical analysis; Geometry; Geography; Economics","score_opus":0.004676784578906857,"score_gpt":0.1808168945574378,"score_spread":0.17614010997853094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W421011947","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46221104,0.00819507,0.38997406,0.005671275,0.0027225441,0.00011730255,0.0007038878,0.00058008614,0.12982474],"genre_scores_gemma":[0.92530555,0.003112624,0.029801127,0.0005774305,0.00088127906,0.000051913838,0.00030427158,0.00021260875,0.03975325],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997789,0.000055909266,0.000010069817,0.000054071108,0.00007177202,0.000029335752],"domain_scores_gemma":[0.99952316,0.000055523597,0.00010121782,0.00007056856,0.00011952882,0.00013004226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043321808,0.0006843334,0.00050513074,0.0012965773,0.00077830994,0.0016689777,0.00069951784,0.001192468,0.005655919],"category_scores_gemma":[0.0014239949,0.0003305861,0.00036994548,0.0006752995,0.0018080858,0.0031107024,0.001191108,0.0010831413,0.0010908532],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021222466,0.000017291959,0.00022886279,0.00005662893,0.000010143436,0.00013390071,0.00010109949,0.0036554073,0.003977164,0.9805295,0.0036918852,0.0075769615],"study_design_scores_gemma":[0.0000073836295,0.00005828649,0.00077118323,0.00001753653,0.0000120698305,0.0004055559,0.00011388673,0.04801639,0.0008040115,0.9412469,0.008520121,0.000026773057],"about_ca_topic_score_codex":0.0008280405,"about_ca_topic_score_gemma":0.0010524999,"teacher_disagreement_score":0.005655919,"about_ca_system_score_codex":0.0007859321,"about_ca_system_score_gemma":0.0006639337,"threshold_uncertainty_score":0.018920898},"labels":[],"label_agreement":null},{"id":"W4213153866","doi":"10.21203/rs.3.rs-1365017/v1","title":"Road to entire insulation for resonances","year":2022,"lang":"en","type":"preprint","venue":"Research Square","topic":"Structural Analysis and Optimization","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":"SR Research (Canada)","funders":"National Natural Science Foundation of China","keywords":"Resonance (particle physics); Stiffness; Nonlinear system; Computer science; Inverse; Nonlinear resonance; Control theory (sociology); Physics; Engineering; Structural engineering; Mathematics; Control (management); Geometry","score_opus":0.06313010895514531,"score_gpt":0.38662124394570874,"score_spread":0.3234911349905634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213153866","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03741569,0.008751322,0.81331974,0.008627279,0.0023476987,0.00003375789,0.000079203244,0.0010361779,0.1283891],"genre_scores_gemma":[0.8292428,0.0065802354,0.11729776,0.0018076907,0.000991388,0.000104342056,0.0001240282,0.00076502847,0.04308665],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994211,0.00016582356,0.000017307297,0.00012779595,0.00021114525,0.00005684539],"domain_scores_gemma":[0.99922836,0.00023257647,0.00006419097,0.00025918824,0.00013302403,0.00008262762],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000704643,0.0005172308,0.00059884886,0.00032021248,0.0005943998,0.0015345622,0.00077563815,0.0011793886,0.009718943],"category_scores_gemma":[0.0018761721,0.0003044809,0.0004051636,0.00016023521,0.0023247711,0.0027628883,0.0021688102,0.0023156044,0.0027711568],"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":[0.00009112539,0.000040292598,0.0002688343,0.00026291772,0.00002992716,0.00011862661,0.0002468579,0.016097309,0.020682639,0.88727516,0.011534017,0.06335232],"study_design_scores_gemma":[0.000024885374,0.00011980953,0.00022334789,0.00023070732,0.000020305215,0.0002768675,0.00017726062,0.05167778,0.013445897,0.74789935,0.18586758,0.000036285852],"about_ca_topic_score_codex":0.00018784453,"about_ca_topic_score_gemma":0.00015319706,"teacher_disagreement_score":0.009718943,"about_ca_system_score_codex":0.0005453348,"about_ca_system_score_gemma":0.00039411004,"threshold_uncertainty_score":0.03251314},"labels":[],"label_agreement":null},{"id":"W4232601870","doi":"10.32920/16638259.v1","title":"The Design Of A Quick Release Attachment Mechanism For A Hydrofoil Board","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Fuselage; Mast (botany); Structural engineering; Conceptual design; Engineering; Mechanical engineering; Ultimate tensile strength; Computer science; Engineering drawing; Materials science; Composite material","score_opus":0.018135913064329195,"score_gpt":0.23582308385567166,"score_spread":0.21768717079134248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4232601870","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36155927,0.00071990764,0.62061733,0.00020648864,0.00023906454,0.0005707008,0.00018897752,0.001027717,0.014870543],"genre_scores_gemma":[0.8896357,0.00024241056,0.100169666,0.000033154916,0.000017484514,0.00019713216,0.00007557616,0.000069865324,0.009558962],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977344,0.000029401941,0.000012027011,0.000048407142,0.00009246735,0.00004418075],"domain_scores_gemma":[0.99980074,0.000028287079,0.000051924548,0.000028329461,0.00005754681,0.000033140026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004893361,0.0006367077,0.0003120465,0.00059176644,0.00038143914,0.0007864285,0.0011518388,0.00092749414,0.004744031],"category_scores_gemma":[0.0005728711,0.0004293347,0.00043387027,0.00016458359,0.0004667324,0.00045358395,0.0005192408,0.00033808837,0.0007760566],"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":[0.0005989529,0.00015451876,0.003350403,0.001039717,0.00010314884,0.0014110769,0.00045856502,0.28623062,0.48477498,0.0186505,0.0023419447,0.20088573],"study_design_scores_gemma":[0.0003686927,0.00440831,0.012660078,0.00020707896,0.0001889113,0.0018119278,0.000419592,0.7619719,0.13739201,0.0024130149,0.07798887,0.00016961747],"about_ca_topic_score_codex":0.0010566908,"about_ca_topic_score_gemma":0.0007882223,"teacher_disagreement_score":0.004744031,"about_ca_system_score_codex":0.00037849785,"about_ca_system_score_gemma":0.0005340549,"threshold_uncertainty_score":0.015870333},"labels":[],"label_agreement":null},{"id":"W4233010844","doi":"10.1007/978-3-030-05312-3_4","title":"Subsets","year":2019,"lang":"en","type":"book-chapter","venue":"SpringerBriefs in mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Computer science","score_opus":0.010239192172358092,"score_gpt":0.1900764822603038,"score_spread":0.17983729008794572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4233010844","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006563002,0.001078407,0.04668392,0.0008906359,0.0010910643,0.000142309,0.0039705443,0.0010221046,0.93855786],"genre_scores_gemma":[0.08107035,0.0018380953,0.021525575,0.00066833734,0.00067917036,0.0003416764,0.01167017,0.0012013535,0.8810053],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993911,0.00007461487,0.00004145978,0.00022541068,0.00018518414,0.0000823203],"domain_scores_gemma":[0.9995396,0.000074715754,0.000026072454,0.00015269365,0.00016679554,0.00004010578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029704513,0.0010480768,0.0005782846,0.0018441334,0.0014363396,0.0037749738,0.000852654,0.0004990934,0.15300292],"category_scores_gemma":[0.001256204,0.00036913576,0.0006198688,0.0017793144,0.0010101526,0.0034966082,0.0020847598,0.0014787328,0.0749],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008448987,0.000025704212,0.00021154247,0.00015070956,0.000015972091,0.00009394842,0.000354353,0.00030250623,0.0018765196,0.75170153,0.12087206,0.12431068],"study_design_scores_gemma":[0.000011995756,0.000021140908,0.00021558297,0.000052917156,0.00001229261,0.00022168068,0.00023059764,0.00035930515,0.001574219,0.23493531,0.7623568,0.0000082223405],"about_ca_topic_score_codex":0.00063325337,"about_ca_topic_score_gemma":0.00060200173,"teacher_disagreement_score":0.15300292,"about_ca_system_score_codex":0.00063959055,"about_ca_system_score_gemma":0.0005384219,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W4238325060","doi":"10.1007/978-3-662-53120-4_300160","title":"Deviation from Flatness","year":2019,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Trois-Rivières","funders":"","keywords":"Flatness (cosmology); Mathematics; Physics; Astronomy","score_opus":0.006332540042748353,"score_gpt":0.1575308009220281,"score_spread":0.15119826087927973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238325060","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.019177739,0.0018570444,0.10716164,0.0031111122,0.0006644264,0.000030122143,0.0002846645,0.0006497884,0.86706334],"genre_scores_gemma":[0.5472508,0.002169903,0.035323214,0.0018752518,0.0004701304,0.000108724766,0.0007832417,0.0013537863,0.41066498],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9992231,0.000112730086,0.000025778432,0.0001830228,0.0003685165,0.0000867909],"domain_scores_gemma":[0.9991241,0.0002148825,0.000033515968,0.00034191468,0.00022477351,0.00006084663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000599134,0.0005836444,0.0005573776,0.0009826917,0.0011312383,0.0019776875,0.0007657657,0.0008764334,0.027032444],"category_scores_gemma":[0.0035623498,0.0004079136,0.00051237753,0.0007952554,0.0027296254,0.0024735031,0.0019681726,0.0030156188,0.0072868178],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019384823,0.000008032414,0.00012228658,0.000028348211,0.000005249276,0.000049311937,0.00011558159,0.0015758256,0.00095127436,0.9460921,0.014011774,0.03702086],"study_design_scores_gemma":[0.0000035569294,0.00001686819,0.0003521292,0.000028206907,0.000003631947,0.00015839045,0.00006842982,0.0043921927,0.00088323845,0.94098663,0.053097133,0.000009563614],"about_ca_topic_score_codex":0.0017179961,"about_ca_topic_score_gemma":0.0019539124,"teacher_disagreement_score":0.027032444,"about_ca_system_score_codex":0.00096281274,"about_ca_system_score_gemma":0.00068968645,"threshold_uncertainty_score":0.090432525},"labels":[],"label_agreement":null},{"id":"W4239618227","doi":"10.22215/etd/2006-08218","title":"A study on slotted square and rectangular hollow structural section connections","year":2006,"lang":"en","type":"dissertation","venue":"","topic":"Structural Analysis and Optimization","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":"Carleton University; Canadian Heritage; Library and Archives Canada","funders":"","keywords":"Section (typography); Square (algebra); Humanities; Engineering; Mathematics; Computer science; Geometry; Art; Operating system","score_opus":0.006467576522220106,"score_gpt":0.22655882508202427,"score_spread":0.22009124855980416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239618227","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8674883,0.0010955692,0.056946635,0.00007227903,0.00009354029,0.00006057568,0.00014367973,0.00019095418,0.07390842],"genre_scores_gemma":[0.9835523,0.00028321423,0.008248555,0.0000076126876,0.00000924454,0.000015454943,0.000056385063,0.000023969249,0.0078032953],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982196,0.00003494828,0.000006323215,0.000037333826,0.00007589592,0.000023517267],"domain_scores_gemma":[0.9996306,0.00011938843,0.000058258953,0.0000541011,0.00011467007,0.000023057171],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016348466,0.00019992386,0.00016926527,0.0002565332,0.0002524215,0.00041715289,0.00036270832,0.000277983,0.0059712604],"category_scores_gemma":[0.00084943057,0.00011974772,0.00016891025,0.00045610435,0.00029596107,0.0005306304,0.00015732613,0.00012124925,0.00057108566],"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":[0.00084706215,0.00021828349,0.009642944,0.0009062112,0.00006549901,0.0015648416,0.0006122306,0.29848185,0.32442772,0.08903963,0.0034614215,0.27073234],"study_design_scores_gemma":[0.00007452283,0.003658582,0.029823821,0.00017053582,0.00013758171,0.0030131824,0.0011180349,0.741163,0.12876745,0.0137245245,0.07828532,0.000063439526],"about_ca_topic_score_codex":0.00055486924,"about_ca_topic_score_gemma":0.0016371749,"teacher_disagreement_score":0.0059712604,"about_ca_system_score_codex":0.00025794396,"about_ca_system_score_gemma":0.0002146676,"threshold_uncertainty_score":0.019975841},"labels":[],"label_agreement":null},{"id":"W4241213698","doi":"10.1017/9781108526227.005","title":"Building Engineered Membranes, Devices, and Experimental Results","year":2018,"lang":"en","type":"book-chapter","venue":"Cambridge University Press eBooks","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Membrane; Nanotechnology; Materials science; Chemistry; Engineering; Computer science; Biochemistry","score_opus":0.01155785642817852,"score_gpt":0.18117045681350533,"score_spread":0.1696126003853268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4241213698","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08337945,0.12755036,0.33862722,0.004097218,0.003747279,0.0004552195,0.0035161683,0.0033746473,0.4352525],"genre_scores_gemma":[0.25891855,0.119747825,0.43049556,0.002263292,0.0004641793,0.0008990493,0.0059461063,0.0020887163,0.17917676],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99931943,0.00006800275,0.000028749831,0.000109056156,0.00041801113,0.000056822973],"domain_scores_gemma":[0.99982375,0.000066377506,0.00001006305,0.000035172838,0.000051677005,0.000013033014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007006721,0.0006126214,0.0006350293,0.0005338216,0.0006186503,0.0021462017,0.00083934795,0.0010567125,0.0057000723],"category_scores_gemma":[0.00077882415,0.0004958043,0.00041365155,0.0007785566,0.0008379335,0.0025637227,0.0011317773,0.0019310437,0.003277637],"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":[0.00011514432,0.00029090495,0.00030367196,0.0025943287,0.000063009094,0.00027797683,0.0005182013,0.0076042493,0.4616039,0.27133006,0.030605359,0.2246932],"study_design_scores_gemma":[0.000020399542,0.00011922104,0.00044722497,0.00025492613,0.000024526891,0.0003094757,0.00012713933,0.0039081606,0.5184526,0.032647662,0.4436381,0.000050661693],"about_ca_topic_score_codex":0.00038119362,"about_ca_topic_score_gemma":0.00040278904,"teacher_disagreement_score":0.0057000723,"about_ca_system_score_codex":0.0010936726,"about_ca_system_score_gemma":0.0004591855,"threshold_uncertainty_score":0.019068658},"labels":[],"label_agreement":null},{"id":"W4242443037","doi":"10.1142/9789812775535_0006","title":"QWIPs DESIGNED FOR HIGH ABSORPTION AND HIGH OPERATING TEMPERATURE","year":2003,"lang":"en","type":"book-chapter","venue":"Selected topics in electornics and systems","topic":"Structural Analysis and Optimization","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":"Institute for Microstructural Sciences","funders":"","keywords":"Materials science; Absorption (acoustics); Environmental science; Nuclear engineering; Engineering; Composite material","score_opus":0.00847040808171068,"score_gpt":0.18798498402144953,"score_spread":0.17951457593973885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242443037","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22955951,0.002282843,0.5543079,0.0012748556,0.002257081,0.00073123217,0.0024832212,0.0103779845,0.19672547],"genre_scores_gemma":[0.56658846,0.0015234285,0.21326213,0.0007362079,0.00021125804,0.0007861647,0.0016970002,0.0019751044,0.21322025],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997774,0.000014524125,0.0000059859476,0.00003668013,0.00012614201,0.000039424714],"domain_scores_gemma":[0.9997396,0.00002813461,0.000044331868,0.000036123452,0.00012713588,0.0000246182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021395282,0.00066182105,0.0005073016,0.0003952738,0.0006657623,0.00081227336,0.0012438862,0.00067377137,0.013986623],"category_scores_gemma":[0.00042900722,0.0005126147,0.00032059583,0.0006164875,0.00032517625,0.0006411441,0.00041984496,0.0006919077,0.006668053],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000361551,0.00012842315,0.0008093148,0.00080997753,0.00007319467,0.00021559405,0.00039625156,0.009014466,0.81857526,0.014236876,0.047453247,0.10792576],"study_design_scores_gemma":[0.00013223864,0.0007247472,0.0032988768,0.00013752008,0.0001080831,0.0007503527,0.00019383362,0.04335889,0.6323756,0.0033002852,0.3155311,0.000088434455],"about_ca_topic_score_codex":0.0020019037,"about_ca_topic_score_gemma":0.004236465,"teacher_disagreement_score":0.013986623,"about_ca_system_score_codex":0.00088338077,"about_ca_system_score_gemma":0.0006223162,"threshold_uncertainty_score":0.046789885},"labels":[],"label_agreement":null},{"id":"W4242499937","doi":"10.1115/1.1913705","title":"Kinematic, Static, and Dynamic Analysis of a Planar One-Degree-of-Freedom Tensegrity Mechanism","year":2005,"lang":"en","type":"article","venue":"Journal of Mechanical Design","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":31,"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","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Tensegrity; Mechanism (biology); Planar; Kinematics; Stiffness; Compliant mechanism; Computer science; Static analysis; Control theory (sociology); Structural engineering; Topology (electrical circuits); Engineering; Finite element method; Classical mechanics; Physics; Control (management); Artificial intelligence","score_opus":0.02665030327016335,"score_gpt":0.2367532134660377,"score_spread":0.21010291019587435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242499937","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2414296,0.0005248707,0.74375945,0.00015158183,0.000033606124,0.00009331946,0.00008051594,0.00018864789,0.013738345],"genre_scores_gemma":[0.9745044,0.00038701692,0.020100685,0.000012825513,0.000014627024,0.00006352017,0.00004202818,0.000007441868,0.0048674634],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999237,0.000011442895,0.0000038586513,0.000019199135,0.000031485662,0.000010370014],"domain_scores_gemma":[0.99991596,0.000018384419,0.00003335251,0.000012551534,0.000013360911,0.000006335327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018214312,0.00029648803,0.00030110485,0.0004916169,0.00021837797,0.00033440196,0.00056220946,0.0004592026,0.0022941772],"category_scores_gemma":[0.00037691105,0.00017902165,0.00034008728,0.00030739882,0.00055114005,0.00030128402,0.00039601323,0.00019921408,0.00023491979],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014024942,0.000042427193,0.0018333338,0.00018587102,0.00004024971,0.0009074345,0.00020117928,0.77043945,0.09195224,0.08319904,0.00039169498,0.05066679],"study_design_scores_gemma":[0.000028391527,0.0003619802,0.002421293,0.000021262,0.000028466951,0.00050105806,0.0001066028,0.9759744,0.0055099386,0.011426019,0.003584083,0.000036585774],"about_ca_topic_score_codex":0.0005843003,"about_ca_topic_score_gemma":0.00027060093,"teacher_disagreement_score":0.0022941772,"about_ca_system_score_codex":0.00011959025,"about_ca_system_score_gemma":0.00026537018,"threshold_uncertainty_score":0.0076748133},"labels":[],"label_agreement":null},{"id":"W4243355960","doi":"10.1007/978-3-319-17843-1_5","title":"Cantilever Slabs","year":2015,"lang":"ca","type":"book-chapter","venue":"Bridges","topic":"Structural Analysis and Optimization","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 Manitoba","funders":"","keywords":"Cantilever; Materials science; Structural engineering; Composite material; Engineering","score_opus":0.03125704434823401,"score_gpt":0.22356873375630482,"score_spread":0.1923116894080708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243355960","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0019570969,0.005038983,0.07085546,0.00096268544,0.0011834459,0.00005188259,0.00036464556,0.0008445621,0.9187412],"genre_scores_gemma":[0.02421788,0.004072247,0.030093104,0.00039555598,0.0002983422,0.00010607874,0.0004410051,0.000329688,0.940046],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999785,0.000016097192,0.000005473817,0.000046676774,0.00012288442,0.000023899715],"domain_scores_gemma":[0.99990654,0.000015182842,0.0000044567114,0.00002148303,0.000039357416,0.000013057782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020570258,0.0011167624,0.0005777015,0.0010019605,0.0011026631,0.0013497376,0.001144355,0.0010813191,0.09329033],"category_scores_gemma":[0.00050404784,0.0005774361,0.00040823768,0.00077574723,0.00088497513,0.001346967,0.0013840635,0.0017958448,0.02621865],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026214087,0.000034968434,0.000089421155,0.00017128751,0.000009568722,0.00005351959,0.00017008296,0.0033773736,0.005802736,0.38075602,0.22819646,0.3813124],"study_design_scores_gemma":[0.0000075465696,0.000020005622,0.0002682718,0.00014598001,0.000008992714,0.00014541477,0.000070313356,0.004611923,0.0019278406,0.06465108,0.92812777,0.000014727719],"about_ca_topic_score_codex":0.0032428252,"about_ca_topic_score_gemma":0.009463968,"teacher_disagreement_score":0.09329033,"about_ca_system_score_codex":0.00087721157,"about_ca_system_score_gemma":0.0010390987,"threshold_uncertainty_score":0.31208724},"labels":[],"label_agreement":null},{"id":"W4246303995","doi":"10.32920/ryerson.14666409","title":"Membrane structures - an introduction and manual for the design process of membrane structures","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Elegance; Membrane structure; Finite element method; Membrane; Process (computing); Work (physics); Design process; Element (criminal law); Simplicity; Computer science; Structural engineering; Mechanical engineering; Engineering; Engineering drawing; Work in process; Chemistry; Physics; Programming language","score_opus":0.014803056604501522,"score_gpt":0.25354501783653693,"score_spread":0.23874196123203542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246303995","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0018543811,0.0042528408,0.8757678,0.000972884,0.0023917863,0.000450588,0.010494605,0.031941086,0.07187406],"genre_scores_gemma":[0.014199692,0.0063271304,0.7535951,0.0011483267,0.001465468,0.0011076406,0.020610759,0.028062036,0.17348371],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99824154,0.00022393529,0.00022049,0.00024814508,0.0010132925,0.000052647338],"domain_scores_gemma":[0.99731785,0.00093946245,0.00012109439,0.0006142137,0.0009323221,0.000075039214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00114232,0.0019833199,0.0010215957,0.001965432,0.00075270014,0.0017690582,0.0017395051,0.0019401661,0.103337444],"category_scores_gemma":[0.0033040391,0.0016296214,0.0011062234,0.0014385388,0.00067423866,0.0019115692,0.0013230596,0.0029853997,0.09088915],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014668671,0.00016925744,0.00033583268,0.0018247616,0.00003948968,0.0003213348,0.0003605848,0.007828445,0.02931258,0.047419008,0.39687905,0.51536304],"study_design_scores_gemma":[0.000017036433,0.000046559497,0.0002612161,0.0002485238,0.000008666485,0.00049334153,0.000020514772,0.0041632485,0.0048302636,0.0100645805,0.9798147,0.00003134188],"about_ca_topic_score_codex":0.0005290381,"about_ca_topic_score_gemma":0.0007524377,"teacher_disagreement_score":0.103337444,"about_ca_system_score_codex":0.00064704166,"about_ca_system_score_gemma":0.000990138,"threshold_uncertainty_score":0.34569818},"labels":[],"label_agreement":null},{"id":"W4246871035","doi":"10.1002/9783527337316.ch14","title":"N","year":2014,"lang":"en","type":"other","venue":"","topic":"Structural Analysis and Optimization","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":"Saskatchewan Research Council (Canada)","funders":"","keywords":"Environmental science","score_opus":0.0018641843691946448,"score_gpt":0.14903147445532358,"score_spread":0.14716729008612894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246871035","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00039477655,0.0009304575,0.0058901613,0.0014624385,0.0040969015,0.000051680745,0.0008341096,0.00039885714,0.9859406],"genre_scores_gemma":[0.002274049,0.0012444531,0.002643903,0.0007719819,0.00054127304,0.00005033234,0.00082076754,0.00040915632,0.9912441],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991472,0.00010178191,0.00003247209,0.00017352034,0.00045820844,0.000086744585],"domain_scores_gemma":[0.9992163,0.00009267415,0.00003940045,0.00016251237,0.00041047073,0.00007861868],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00072921737,0.0006879859,0.00051906635,0.0013645686,0.0012512208,0.0031999364,0.0009495553,0.0012194628,0.441249],"category_scores_gemma":[0.002450636,0.000238246,0.00058054604,0.0012945912,0.0005895447,0.0020478335,0.0018165592,0.0012083171,0.30846745],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034373825,0.000033777294,0.00025664913,0.00013441376,0.0000042863226,0.000035294815,0.000074884694,0.0003943708,0.0009735555,0.07080723,0.7286322,0.198619],"study_design_scores_gemma":[0.00000132749,0.000004125144,0.0001112014,0.000040061528,0.0000012039205,0.000025327261,0.000023170294,0.00010465061,0.00024357674,0.003589716,0.99585295,0.0000027086764],"about_ca_topic_score_codex":0.004141466,"about_ca_topic_score_gemma":0.008572447,"teacher_disagreement_score":0.558751,"about_ca_system_score_codex":0.0015721156,"about_ca_system_score_gemma":0.0017953268,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W4247825956","doi":"10.1007/978-3-662-53120-4_300632","title":"Smart Structure","year":2019,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Trois-Rivières","funders":"","keywords":"Computer science","score_opus":0.004762737901078532,"score_gpt":0.1575719888973798,"score_spread":0.15280925099630127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4247825956","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0010424259,0.002242684,0.04141068,0.0007114173,0.00094394194,0.000029461535,0.00022512158,0.00054201705,0.9528523],"genre_scores_gemma":[0.009442115,0.001752778,0.009378331,0.00024222235,0.0001579817,0.000032713113,0.00026189006,0.00020412868,0.97852784],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998547,0.000010618895,0.0000033025813,0.000026652704,0.00009241235,0.000012263313],"domain_scores_gemma":[0.99993455,0.000010123481,0.0000028648938,0.000021464299,0.000023094644,0.00000781198],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014012572,0.0008166439,0.00048827793,0.0008251141,0.0007872303,0.0012657853,0.00063430745,0.0007968864,0.112242915],"category_scores_gemma":[0.00030573754,0.00040188004,0.00031683478,0.00069334806,0.0008142961,0.0013278655,0.0012037054,0.0013238078,0.049533594],"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":[0.000026003663,0.000028272456,0.00008797229,0.00016108078,0.0000070636734,0.00005831995,0.00013739851,0.0034543944,0.004624821,0.3578693,0.26449126,0.36905414],"study_design_scores_gemma":[0.0000042233664,0.000017262628,0.00016382089,0.000056264533,0.000004295639,0.00012385761,0.000033471813,0.002619164,0.0015690096,0.049058847,0.9463423,0.000007412635],"about_ca_topic_score_codex":0.00089236046,"about_ca_topic_score_gemma":0.0029376305,"teacher_disagreement_score":0.112242915,"about_ca_system_score_codex":0.00060458056,"about_ca_system_score_gemma":0.0005145999,"threshold_uncertainty_score":0.37548995},"labels":[],"label_agreement":null},{"id":"W4248146187","doi":"10.32920/ryerson.14666409.v1","title":"Membrane structures - an introduction and manual for the design process of membrane structures","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Elegance; Process (computing); Finite element method; Membrane structure; Membrane; Design process; Work (physics); Computer science; Element (criminal law); Simplicity; Process design; Mechanical engineering; Structural engineering; Engineering; Engineering drawing; Work in process; Chemistry; Physics; Programming language","score_opus":0.014803056604501522,"score_gpt":0.25354501783653693,"score_spread":0.23874196123203542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248146187","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0018543811,0.0042528408,0.8757678,0.000972884,0.0023917863,0.000450588,0.010494605,0.031941086,0.07187406],"genre_scores_gemma":[0.014199692,0.0063271304,0.7535951,0.0011483267,0.001465468,0.0011076406,0.020610759,0.028062036,0.17348371],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99824154,0.00022393529,0.00022049,0.00024814508,0.0010132925,0.000052647338],"domain_scores_gemma":[0.99731785,0.00093946245,0.00012109439,0.0006142137,0.0009323221,0.000075039214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00114232,0.0019833199,0.0010215957,0.001965432,0.00075270014,0.0017690582,0.0017395051,0.0019401661,0.103337444],"category_scores_gemma":[0.0033040391,0.0016296214,0.0011062234,0.0014385388,0.00067423866,0.0019115692,0.0013230596,0.0029853997,0.09088915],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014668671,0.00016925744,0.00033583268,0.0018247616,0.00003948968,0.0003213348,0.0003605848,0.007828445,0.02931258,0.047419008,0.39687905,0.51536304],"study_design_scores_gemma":[0.000017036433,0.000046559497,0.0002612161,0.0002485238,0.000008666485,0.00049334153,0.000020514772,0.0041632485,0.0048302636,0.0100645805,0.9798147,0.00003134188],"about_ca_topic_score_codex":0.0005290381,"about_ca_topic_score_gemma":0.0007524377,"teacher_disagreement_score":0.103337444,"about_ca_system_score_codex":0.00064704166,"about_ca_system_score_gemma":0.000990138,"threshold_uncertainty_score":0.34569818},"labels":[],"label_agreement":null},{"id":"W4248736484","doi":"10.32920/ryerson.14652756","title":"Free vibration analysis of sandwich beams using dynamic finite element (DFE) and FEM formulations","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Structural 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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Vibration; Structural engineering; Stiffness; Normal mode; Benchmark (surveying); Engineering; Physics; Acoustics; Geology","score_opus":0.012014112582148522,"score_gpt":0.23770778696453176,"score_spread":0.22569367438238325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248736484","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.076459505,0.00037337746,0.91588366,0.00010108943,0.0000276126,0.000032015785,0.00009429924,0.00015057597,0.006877828],"genre_scores_gemma":[0.76003635,0.00043922648,0.23379546,0.00007042196,0.000016890168,0.00014044014,0.00018968324,0.000072979965,0.0052384688],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998042,0.000055334025,0.000009981914,0.000021058646,0.00009471056,0.000014651923],"domain_scores_gemma":[0.9997292,0.0001516583,0.000021732163,0.000032959895,0.000054780994,0.000009648325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049575255,0.00040490605,0.00035635266,0.0004900666,0.00021603839,0.00040814566,0.00047717904,0.0007856914,0.0015300222],"category_scores_gemma":[0.00092266354,0.00022483486,0.000616035,0.00022720448,0.00039365195,0.0004498166,0.0005147907,0.00034078752,0.00037090955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006693289,0.000074045995,0.0014634442,0.00013619014,0.00004379213,0.0001429358,0.00015115959,0.8508529,0.057589617,0.017297411,0.0006594313,0.07152217],"study_design_scores_gemma":[0.0000038213325,0.000020986665,0.0003534907,0.000009388271,0.000002916636,0.00003710896,0.000014987456,0.99437535,0.0030751955,0.001566051,0.000533981,0.000006792113],"about_ca_topic_score_codex":0.0013964456,"about_ca_topic_score_gemma":0.0014815355,"teacher_disagreement_score":0.0015300222,"about_ca_system_score_codex":0.00025156548,"about_ca_system_score_gemma":0.00035098827,"threshold_uncertainty_score":0.0051184297},"labels":[],"label_agreement":null},{"id":"W4249317846","doi":"10.1109/aps.1987.1150056","title":"Offset dual parabolic cylindrical reflectors employed as a compact range","year":2005,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","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 Manitoba","funders":"","keywords":"Offset (computer science); Parabolic reflector; Optics; Range (aeronautics); Dual (grammatical number); Materials science; Geometry; Computer science; Physics; Mathematics; Composite material","score_opus":0.013548050588233477,"score_gpt":0.252844640724501,"score_spread":0.23929659013626756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4249317846","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56466603,0.0010655083,0.41030952,0.00018647122,0.00009562763,0.00007952168,0.00017217257,0.00070238905,0.022722723],"genre_scores_gemma":[0.8854342,0.00033533858,0.10858344,0.00004955177,0.000022384846,0.000041662995,0.0001101266,0.000057744735,0.005365622],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960536,0.00006776696,0.000015947942,0.000071094786,0.0001857919,0.000054104792],"domain_scores_gemma":[0.9995952,0.000091553906,0.00008647821,0.00012890587,0.000063708925,0.000034112476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029110265,0.00056180824,0.0006587398,0.0003403226,0.00024772296,0.00085153396,0.0007044771,0.0006616577,0.0017197152],"category_scores_gemma":[0.00050503976,0.0003313279,0.00036394832,0.0006527133,0.00043588912,0.0007782588,0.0007090752,0.00038353557,0.00089894346],"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":[0.0009731585,0.00010429535,0.001374004,0.00018504758,0.000037884136,0.000297752,0.00013834398,0.019456416,0.9013849,0.027488125,0.00072823884,0.047831718],"study_design_scores_gemma":[0.00011260974,0.001266257,0.0025889168,0.0000383154,0.000119722674,0.0018077766,0.00021787334,0.14610855,0.83218825,0.0033105833,0.012168217,0.00007289579],"about_ca_topic_score_codex":0.00012409454,"about_ca_topic_score_gemma":0.0002979164,"teacher_disagreement_score":0.0017197152,"about_ca_system_score_codex":0.00023568214,"about_ca_system_score_gemma":0.00026728015,"threshold_uncertainty_score":0.0057530403},"labels":[],"label_agreement":null},{"id":"W4252151819","doi":"10.1007/978-3-662-53120-4_300693","title":"Tensile Forming","year":2019,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Trois-Rivières","funders":"","keywords":"Ultimate tensile strength; Materials science; Composite material","score_opus":0.007307322728970098,"score_gpt":0.16366950398166008,"score_spread":0.15636218125268997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4252151819","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0015565782,0.001954717,0.040538248,0.0003306732,0.0011433711,0.00005227633,0.00014529057,0.00051074213,0.9537682],"genre_scores_gemma":[0.022634862,0.0018779336,0.012622842,0.00016097329,0.00022429744,0.00004605918,0.0002567488,0.00027932323,0.96189696],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99971086,0.00002098111,0.00000936438,0.00004894228,0.0001866466,0.000023144485],"domain_scores_gemma":[0.9998901,0.000015931808,0.0000066571365,0.000037280155,0.000041642117,0.000008411494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024081867,0.0009549996,0.0005318269,0.000976269,0.0010312462,0.0015868715,0.00094585825,0.00075321965,0.101005696],"category_scores_gemma":[0.00045476458,0.0004468861,0.00042007878,0.0008861784,0.0009325147,0.0011756321,0.0011552266,0.0013533739,0.032164436],"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":[0.000038051712,0.00006236413,0.00012047066,0.00031983512,0.000010948937,0.00011256763,0.00021025338,0.0053615123,0.016473385,0.32311326,0.15168047,0.5024969],"study_design_scores_gemma":[0.0000071314225,0.000051002964,0.00036046872,0.00011032947,0.000010908356,0.00046079597,0.00009689975,0.0053296005,0.014009927,0.044528667,0.93501574,0.000018449655],"about_ca_topic_score_codex":0.00067639566,"about_ca_topic_score_gemma":0.0021307515,"teacher_disagreement_score":0.101005696,"about_ca_system_score_codex":0.0005515061,"about_ca_system_score_gemma":0.0005284174,"threshold_uncertainty_score":0.33789772},"labels":[],"label_agreement":null},{"id":"W4252561038","doi":"10.32920/ryerson.14655927.v1","title":"Buckling of Spherical Concrete Shells","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Structural Analysis and Optimization","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":"Toronto Metropolitan University","funders":"","keywords":"Buckling; Structural engineering; Nonlinear system; Materials science; Dome (geology); Finite element method; Spherical shell; Geology; Shell (structure); Engineering; Composite material; Physics","score_opus":0.008095078312441033,"score_gpt":0.1998813710844298,"score_spread":0.19178629277198878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4252561038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97626084,0.00016252795,0.018967077,0.00001978633,0.000007142349,0.000014107314,0.00005059801,0.00008339513,0.004434661],"genre_scores_gemma":[0.9970235,0.00007042418,0.0015525253,0.0000076942615,0.0000015362365,0.00000474659,0.000034215656,0.000011749032,0.0012936675],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998024,0.000021016718,0.000010350963,0.000028939658,0.000094814946,0.000042401687],"domain_scores_gemma":[0.9997867,0.00005218678,0.000056866076,0.000027818513,0.00005250217,0.000023885012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015524933,0.00031712852,0.00022877242,0.000353858,0.00019956828,0.0002980852,0.00022125054,0.00029820454,0.0011309034],"category_scores_gemma":[0.0005384214,0.00020721738,0.0002650531,0.00015521943,0.00034994583,0.0002670677,0.00040441574,0.00013973704,0.00029729278],"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":[0.00026573954,0.000048935213,0.0041002715,0.00022250215,0.000028396902,0.000943245,0.00020636099,0.23913379,0.72767663,0.0013677124,0.00018316967,0.025823316],"study_design_scores_gemma":[0.000012397072,0.0004072183,0.01752303,0.000026536372,0.00001646148,0.00046952654,0.00018951138,0.8152869,0.16410479,0.00092478626,0.0010038365,0.000035074776],"about_ca_topic_score_codex":0.0014703571,"about_ca_topic_score_gemma":0.0016252114,"teacher_disagreement_score":0.0014703571,"about_ca_system_score_codex":0.0001617434,"about_ca_system_score_gemma":0.00019654361,"threshold_uncertainty_score":0.0037832856},"labels":[],"label_agreement":null},{"id":"W4253629523","doi":"10.1007/978-3-662-53120-4_300270","title":"Forming","year":2019,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Trois-Rivières","funders":"","keywords":"Computer science","score_opus":0.006965112022268578,"score_gpt":0.16497787103778608,"score_spread":0.1580127590155175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253629523","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0017099947,0.0004444452,0.032257386,0.00045880035,0.0010016586,0.00010996102,0.00034290226,0.0009891596,0.96268576],"genre_scores_gemma":[0.025391612,0.00070040644,0.013125496,0.00045155614,0.00017086635,0.00007923088,0.0005799107,0.00052527845,0.95897555],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99951315,0.000038140523,0.000014426372,0.00012169867,0.00025368825,0.000058906513],"domain_scores_gemma":[0.9997985,0.00001618549,0.000010074316,0.00007615529,0.00007626365,0.000022757104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035881292,0.0010281223,0.0004636514,0.0013984945,0.0018118627,0.0028354228,0.0010154843,0.0010016684,0.21469936],"category_scores_gemma":[0.0007248524,0.00045861775,0.00051746797,0.0008825395,0.0010390313,0.0017820684,0.0020972197,0.001336476,0.101826355],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007851724,0.00007339342,0.0003068367,0.000226239,0.000011399751,0.00016808495,0.00047525408,0.0019413438,0.01840413,0.31818962,0.22817296,0.4319522],"study_design_scores_gemma":[0.000005972344,0.000025553289,0.0002545601,0.00003429215,0.000006293943,0.00019766373,0.00011344617,0.0010610374,0.0089773275,0.0175359,0.9717774,0.000010612407],"about_ca_topic_score_codex":0.0019418888,"about_ca_topic_score_gemma":0.0028534485,"teacher_disagreement_score":0.21469936,"about_ca_system_score_codex":0.00077024254,"about_ca_system_score_gemma":0.0010773912,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W4254013042","doi":"10.17683/ijomam/issue3.22","title":"A CLOSED FORM SOLUTION FOR NON-LINEAR DEFLECTION OF NON-STRAIGHT LUDWICK TYPE BEAMS USING LIE SYMMETRY GROUPS","year":2018,"lang":"en","type":"article","venue":"International Journal of Mechatronics and Applied Mechanics","topic":"Structural Analysis and Optimization","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":"Concordia University","funders":"","keywords":"Mathematics; Lie group; Type (biology); Deflection (physics); Symmetry (geometry); Physics; Mathematical analysis; Geometry; Classical mechanics; Geology","score_opus":0.012492711318066075,"score_gpt":0.2543183705106855,"score_spread":0.24182565919261945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254013042","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0076464023,0.0004246116,0.98441285,0.00023039214,0.000081432794,0.000064498185,0.00006785944,0.00007137991,0.0070006717],"genre_scores_gemma":[0.4193166,0.002663272,0.54333085,0.00049455895,0.00025853093,0.0008984807,0.0004742693,0.0002566568,0.03230686],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.999694,0.00008200123,0.0000137621655,0.000058861962,0.00012450838,0.000026912217],"domain_scores_gemma":[0.99934167,0.00036963454,0.000061789695,0.000033676202,0.00016293145,0.000030250585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010385029,0.0010305645,0.00083080906,0.0006450822,0.00042907672,0.0010683327,0.00080632756,0.0020912385,0.005799986],"category_scores_gemma":[0.002475346,0.00038898148,0.0008570044,0.00054476416,0.0010155767,0.0011362636,0.0010650454,0.0016522227,0.0013747509],"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":[0.00006866431,0.0001335064,0.0010007167,0.0009204285,0.000074563126,0.00081942085,0.0006906094,0.54782414,0.022412961,0.33882204,0.007675938,0.079557],"study_design_scores_gemma":[0.000015338246,0.000054141285,0.00020504562,0.000050659164,0.000009747546,0.00017667089,0.00009453662,0.94479585,0.0014687164,0.048073575,0.005029069,0.00002662556],"about_ca_topic_score_codex":0.0015274071,"about_ca_topic_score_gemma":0.0022419249,"teacher_disagreement_score":0.005799986,"about_ca_system_score_codex":0.0005645867,"about_ca_system_score_gemma":0.0013044216,"threshold_uncertainty_score":0.019402862},"labels":[],"label_agreement":null},{"id":"W4254428316","doi":"10.1007/978-3-642-35344-4_113","title":"Design of Mechanically Stabilized Walls (MSWs)","year":2015,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","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":"Royal Military College of Canada","funders":"","keywords":"Materials science; Geology","score_opus":0.036629806200343284,"score_gpt":0.2116268988194938,"score_spread":0.17499709261915053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254428316","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006877883,0.0056083663,0.8751227,0.00053389894,0.0005143023,0.000050469323,0.00022822873,0.0005498757,0.110514276],"genre_scores_gemma":[0.22679299,0.014378375,0.57091045,0.00037226576,0.00034823894,0.00043588108,0.00070605235,0.00081342,0.18524244],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998264,0.000029319215,0.0000055030987,0.000029982859,0.00009151309,0.000017290831],"domain_scores_gemma":[0.9999379,0.000018303437,0.000008928247,0.000009685477,0.000018795781,0.0000063639936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028313627,0.00080265285,0.0005762176,0.00041721156,0.00028019788,0.0009349648,0.00093281723,0.00096999353,0.008587905],"category_scores_gemma":[0.0003351133,0.000528528,0.0005404269,0.0004309626,0.0005155494,0.0007813199,0.0009015597,0.0009474416,0.0031089727],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055093806,0.000042703312,0.000282258,0.0005248199,0.00003520913,0.00009170972,0.000074241325,0.16973002,0.032945827,0.4622309,0.022286082,0.31170124],"study_design_scores_gemma":[0.0000408415,0.00011942791,0.0005673751,0.00035254244,0.00003119697,0.00029167344,0.00009449121,0.41407672,0.023687849,0.21906242,0.3416259,0.000049633072],"about_ca_topic_score_codex":0.0004242783,"about_ca_topic_score_gemma":0.00088000577,"teacher_disagreement_score":0.008587905,"about_ca_system_score_codex":0.00039289595,"about_ca_system_score_gemma":0.0004538136,"threshold_uncertainty_score":0.02872938},"labels":[],"label_agreement":null},{"id":"W4254668588","doi":"10.32920/ryerson.14655927","title":"Buckling of Spherical Concrete Shells","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Buckling; Structural engineering; Nonlinear system; Dome (geology); Materials science; Finite element method; Geology; Engineering; Physics","score_opus":0.008095078312441033,"score_gpt":0.1998813710844298,"score_spread":0.19178629277198878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254668588","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97626084,0.00016252795,0.018967077,0.00001978633,0.000007142349,0.000014107314,0.00005059801,0.00008339513,0.004434661],"genre_scores_gemma":[0.9970235,0.00007042418,0.0015525253,0.0000076942615,0.0000015362365,0.00000474659,0.000034215656,0.000011749032,0.0012936675],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998024,0.000021016718,0.000010350963,0.000028939658,0.000094814946,0.000042401687],"domain_scores_gemma":[0.9997867,0.00005218678,0.000056866076,0.000027818513,0.00005250217,0.000023885012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015524933,0.00031712852,0.00022877242,0.000353858,0.00019956828,0.0002980852,0.00022125054,0.00029820454,0.0011309034],"category_scores_gemma":[0.0005384214,0.00020721738,0.0002650531,0.00015521943,0.00034994583,0.0002670677,0.00040441574,0.00013973704,0.00029729278],"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":[0.00026573954,0.000048935213,0.0041002715,0.00022250215,0.000028396902,0.000943245,0.00020636099,0.23913379,0.72767663,0.0013677124,0.00018316967,0.025823316],"study_design_scores_gemma":[0.000012397072,0.0004072183,0.01752303,0.000026536372,0.00001646148,0.00046952654,0.00018951138,0.8152869,0.16410479,0.00092478626,0.0010038365,0.000035074776],"about_ca_topic_score_codex":0.0014703571,"about_ca_topic_score_gemma":0.0016252114,"teacher_disagreement_score":0.0014703571,"about_ca_system_score_codex":0.0001617434,"about_ca_system_score_gemma":0.00019654361,"threshold_uncertainty_score":0.0037832856},"labels":[],"label_agreement":null},{"id":"W4255842085","doi":"10.1007/978-3-030-44394-8_15","title":"Stability of Elastic Systems","year":2021,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Riverview Hospital","funders":"","keywords":"Arch; Stability (learning theory); Cantilever; Structural engineering; Bar (unit); Energy method; Displacement (psychology); Rigid frame; Structural stability; Elastic energy; Computer science; Engineering; Frame (networking); Physics; Mechanical engineering","score_opus":0.012408852430271046,"score_gpt":0.17351362406591164,"score_spread":0.1611047716356406,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255842085","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0031652856,0.023144115,0.08086738,0.0018817531,0.0015014559,0.000028418444,0.0002095154,0.00024970376,0.8889524],"genre_scores_gemma":[0.083803125,0.0244173,0.018869033,0.00070630194,0.0019072309,0.00012420752,0.0004638356,0.00029522405,0.86941373],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998543,0.000029590801,0.000004615128,0.000021946207,0.00007872953,0.0000106725565],"domain_scores_gemma":[0.9998838,0.00004924921,0.0000074829527,0.000020296246,0.000031975545,0.000007241171],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019341407,0.0006589954,0.00043603042,0.0006909477,0.00046852787,0.0011497845,0.00044763213,0.00058699417,0.022171779],"category_scores_gemma":[0.0006508944,0.00031517778,0.00031029055,0.00058248406,0.0010284616,0.00096956536,0.0007256005,0.001370621,0.0074231955],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013698968,0.000020307836,0.000059279213,0.00014282823,0.000010881286,0.00003568449,0.00013860757,0.008687704,0.0020339256,0.816387,0.08472848,0.087741636],"study_design_scores_gemma":[0.0000048973448,0.00001574881,0.00026932536,0.0001008937,0.0000053746503,0.000085591215,0.000048209655,0.010691197,0.0008791789,0.6644336,0.3234553,0.000010618988],"about_ca_topic_score_codex":0.0009819808,"about_ca_topic_score_gemma":0.0010798676,"teacher_disagreement_score":0.022171779,"about_ca_system_score_codex":0.0005756804,"about_ca_system_score_gemma":0.0003947658,"threshold_uncertainty_score":0.07417196},"labels":[],"label_agreement":null},{"id":"W4256410310","doi":"10.32920/16638259","title":"The Design Of A Quick Release Attachment Mechanism For A Hydrofoil Board","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Fuselage; Mast (botany); Structural engineering; Conceptual design; Engineering; Mechanical engineering; Computer science; Engineering drawing","score_opus":0.018135913064329195,"score_gpt":0.23582308385567166,"score_spread":0.21768717079134248,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256410310","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36155927,0.00071990764,0.62061733,0.00020648864,0.00023906454,0.0005707008,0.00018897752,0.001027717,0.014870543],"genre_scores_gemma":[0.8896357,0.00024241056,0.100169666,0.000033154916,0.000017484514,0.00019713216,0.00007557616,0.000069865324,0.009558962],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977344,0.000029401941,0.000012027011,0.000048407142,0.00009246735,0.00004418075],"domain_scores_gemma":[0.99980074,0.000028287079,0.000051924548,0.000028329461,0.00005754681,0.000033140026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004893361,0.0006367077,0.0003120465,0.00059176644,0.00038143914,0.0007864285,0.0011518388,0.00092749414,0.004744031],"category_scores_gemma":[0.0005728711,0.0004293347,0.00043387027,0.00016458359,0.0004667324,0.00045358395,0.0005192408,0.00033808837,0.0007760566],"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":[0.0005989529,0.00015451876,0.003350403,0.001039717,0.00010314884,0.0014110769,0.00045856502,0.28623062,0.48477498,0.0186505,0.0023419447,0.20088573],"study_design_scores_gemma":[0.0003686927,0.00440831,0.012660078,0.00020707896,0.0001889113,0.0018119278,0.000419592,0.7619719,0.13739201,0.0024130149,0.07798887,0.00016961747],"about_ca_topic_score_codex":0.0010566908,"about_ca_topic_score_gemma":0.0007882223,"teacher_disagreement_score":0.004744031,"about_ca_system_score_codex":0.00037849785,"about_ca_system_score_gemma":0.0005340549,"threshold_uncertainty_score":0.015870333},"labels":[],"label_agreement":null},{"id":"W4256540785","doi":"10.1115/1.2406100","title":"Static Balancing of Tensegrity Mechanisms","year":2006,"lang":"en","type":"article","venue":"Journal of Mechanical Design","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Tensegrity; Computation; Simple (philosophy); Task (project management); Path (computing); Static analysis","score_opus":0.009276584260582492,"score_gpt":0.19209307036791548,"score_spread":0.18281648610733298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4256540785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.53894633,0.00029585065,0.43543062,0.00011263497,0.00007180787,0.000055797296,0.000058484486,0.00031346927,0.024714971],"genre_scores_gemma":[0.97950816,0.00009215193,0.016226763,0.000019289237,0.000011317205,0.000048052567,0.00004351783,0.000028481014,0.004022253],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999851,0.000015756938,0.000009739449,0.000035249817,0.00005474661,0.000033517455],"domain_scores_gemma":[0.9998348,0.000020906728,0.00004560591,0.00003945327,0.000036498262,0.000022708151],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002820892,0.00034141657,0.00031491078,0.0006502046,0.00038532636,0.0006903859,0.0008691077,0.00045602696,0.005636935],"category_scores_gemma":[0.0007193646,0.00019938187,0.00021436918,0.00025658752,0.00057329005,0.001001417,0.0010180314,0.00022286468,0.00052672677],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033801817,0.00005987217,0.0014373705,0.00014840382,0.00005051888,0.0005758234,0.00027735136,0.36153528,0.26249176,0.25467807,0.00085823925,0.117549226],"study_design_scores_gemma":[0.00010495787,0.0003913965,0.0021001555,0.000036085326,0.000038700833,0.00044305885,0.00021454859,0.8302108,0.057083562,0.09793778,0.011366941,0.00007201551],"about_ca_topic_score_codex":0.00028434602,"about_ca_topic_score_gemma":0.00035272198,"teacher_disagreement_score":0.005636935,"about_ca_system_score_codex":0.00022907603,"about_ca_system_score_gemma":0.00027106004,"threshold_uncertainty_score":0.01885742},"labels":[],"label_agreement":null},{"id":"W4280543672","doi":"10.1016/j.compstruct.2022.115748","title":"Procedure to determine deformed shape of laminates made by unsymmetric layup sequences- basis for 4D printing of composites","year":2022,"lang":"en","type":"article","venue":"Composite Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Curvature; Composite laminates; Materials science; Composite material; Basis (linear algebra); Curing (chemistry); Composite number; Structural engineering; Geometry; Mathematics; Engineering","score_opus":0.008557583219725943,"score_gpt":0.2185632938055683,"score_spread":0.21000571058584236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280543672","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.048658006,0.000042204352,0.9467949,0.000022823193,0.000013190898,0.00007449102,0.00013749821,0.00058767083,0.0036692303],"genre_scores_gemma":[0.2914588,0.0000851276,0.70440406,0.000019580075,0.0000059123463,0.00022442792,0.00044744587,0.00020801667,0.003146551],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998202,0.000029051556,0.000008126033,0.00002477198,0.00010199656,0.000015927748],"domain_scores_gemma":[0.9997261,0.00007857999,0.000020535404,0.000055801273,0.00010844742,0.000010564079],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026192248,0.00047315247,0.00035974436,0.00074721576,0.0005079604,0.00037419389,0.00056646386,0.000488116,0.005000092],"category_scores_gemma":[0.0006445419,0.0003040681,0.00047264062,0.0003880343,0.00029950924,0.00027924447,0.00046709357,0.0006872411,0.0011129339],"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":[0.00024967038,0.00018890032,0.0022082306,0.00039750914,0.000050798553,0.00024324843,0.0003513822,0.19830455,0.38414308,0.031923227,0.0016549539,0.38028443],"study_design_scores_gemma":[0.000022129178,0.000121252175,0.0025747074,0.000027431242,0.00002165353,0.00024875652,0.0001046967,0.8256019,0.16139416,0.005329868,0.004517236,0.00003620841],"about_ca_topic_score_codex":0.0012705275,"about_ca_topic_score_gemma":0.0023614923,"teacher_disagreement_score":0.005000092,"about_ca_system_score_codex":0.00026575732,"about_ca_system_score_gemma":0.0008974339,"threshold_uncertainty_score":0.01672697},"labels":[],"label_agreement":null},{"id":"W4281626271","doi":"10.1007/s42417-022-00558-0","title":"Multi-objective Design Optimization of Structural Geometric Nonlinearities for Response Attenuation of VLBI Antennae Subject to Aerodynamic Turbulence","year":2022,"lang":"en","type":"article","venue":"Journal of Vibration Engineering & Technologies","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"GLS Industries (Canada); Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Very-long-baseline interferometry; Antenna (radio); Attenuation; Radio telescope; Computer science; Remote sensing; Acoustics; Aerospace engineering; Physics; Engineering; Optics; Geodesy; Geology; Telecommunications","score_opus":0.012929094511995316,"score_gpt":0.22582060978289345,"score_spread":0.21289151527089814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281626271","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.099789314,0.0005039718,0.8875033,0.00037308948,0.00007172594,0.000096695425,0.00008074422,0.00022391678,0.011357208],"genre_scores_gemma":[0.9146445,0.00031071357,0.07804022,0.000109698914,0.00004420097,0.00031804008,0.00011208219,0.00014073214,0.0062799724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996271,0.00013822057,0.000009791791,0.00005284842,0.00010128503,0.000070726426],"domain_scores_gemma":[0.99924064,0.00044652843,0.000090593814,0.000024900355,0.00016180819,0.00003550819],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010645868,0.0013878326,0.001270991,0.0006207012,0.0004123073,0.0010930201,0.0009196706,0.0017964134,0.003096585],"category_scores_gemma":[0.0021784625,0.00075169053,0.00091236463,0.00049138215,0.00074742624,0.00064521126,0.0009419714,0.0010225899,0.0005504471],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004599821,0.000033782115,0.00014171365,0.00005434567,0.000016706941,0.000020772106,0.00002395995,0.9914452,0.0023171878,0.0008341645,0.00015458153,0.004911675],"study_design_scores_gemma":[0.000005176559,0.00003539298,0.000057077836,0.0000037023367,0.000004184476,0.0000032998173,0.000009534989,0.9994019,0.000296706,0.00010229087,0.000078547026,0.000002272272],"about_ca_topic_score_codex":0.0032591189,"about_ca_topic_score_gemma":0.0026987277,"teacher_disagreement_score":0.0032591189,"about_ca_system_score_codex":0.0008288094,"about_ca_system_score_gemma":0.0010498011,"threshold_uncertainty_score":0.010359108},"labels":[],"label_agreement":null},{"id":"W4285465172","doi":"10.32920/ryerson.14638437","title":"Symmetry Adapted Assur Decompositions","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Structural 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; York University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rigidity (electromagnetism); Symmetry (geometry); Matrix (chemical analysis); Mathematics; Symmetric matrix; Pure mathematics; Computer science; Theoretical physics; Algebra over a field; Physics; Geometry; Engineering; Structural engineering; Materials science; Quantum mechanics","score_opus":0.009398336357399529,"score_gpt":0.21208719431889395,"score_spread":0.2026888579614944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285465172","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07454342,0.00069518056,0.8473324,0.0003361914,0.00023894598,0.00010263717,0.00042855126,0.000373014,0.07594952],"genre_scores_gemma":[0.7895653,0.0015565582,0.16062523,0.00058649434,0.00038544074,0.00025087493,0.0008900318,0.0007897286,0.045350276],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9992095,0.00021916447,0.000032318407,0.00014194682,0.0002678418,0.00012913624],"domain_scores_gemma":[0.9993697,0.0001363914,0.00010260529,0.00011162847,0.0001831207,0.000096612006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008285235,0.0011136306,0.00047729164,0.0020387007,0.0007069993,0.001157031,0.0006626311,0.0007237852,0.012633362],"category_scores_gemma":[0.0016085659,0.00027952256,0.0009460206,0.0005928382,0.0016768402,0.0018521573,0.0014979102,0.00134084,0.0021878518],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012930039,0.0000080948685,0.00009125089,0.000023539727,0.000006338333,0.000040534993,0.00006944558,0.0073681576,0.0017967407,0.98125446,0.0010966394,0.008231816],"study_design_scores_gemma":[0.000005793544,0.000025087293,0.0001404337,0.000015256388,0.000004857335,0.000069308146,0.00006990052,0.05752888,0.0011078928,0.93279535,0.008224379,0.000012832914],"about_ca_topic_score_codex":0.00084705796,"about_ca_topic_score_gemma":0.00085586886,"teacher_disagreement_score":0.012633362,"about_ca_system_score_codex":0.0006158295,"about_ca_system_score_gemma":0.00042629338,"threshold_uncertainty_score":0.042262793},"labels":[],"label_agreement":null},{"id":"W4294023743","doi":"10.29013/ejtns-22-1.2-17-26","title":"ACTIVE BROADBAND PERFECT ABSORBER BASED ON PHASE CHANGE MATERIAL FOR SOLAR ENERGY HARVESTING","year":2022,"lang":"en","type":"article","venue":"European Journal of Technical and Natural Sciences","topic":"Structural Analysis and Optimization","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":"Surrey Memorial Hospital","funders":"","keywords":"Broadband; Energy harvesting; Phase change; Materials science; Solar energy; Phase (matter); Energy (signal processing); Optoelectronics; Engineering physics; Optics; Physics; Electrical engineering; Engineering","score_opus":0.018200244895687567,"score_gpt":0.24221159144401547,"score_spread":0.2240113465483279,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4294023743","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79641765,0.0035229651,0.1769508,0.00067230966,0.00038887837,0.00004650817,0.00022397129,0.00071789493,0.021059021],"genre_scores_gemma":[0.9762754,0.000565309,0.017337326,0.0000456733,0.000033094417,0.000016017919,0.00005570877,0.00003287811,0.0056386767],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999553,0.0000060199677,0.0000010774726,0.000010471123,0.000020140315,0.0000069769876],"domain_scores_gemma":[0.9999645,0.000011119522,0.000008737966,0.000004914262,0.000007142889,0.0000036565207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006214128,0.00017658983,0.0002587805,0.00013561567,0.00015658604,0.0003068539,0.00037756286,0.00031159847,0.0015398741],"category_scores_gemma":[0.000088164765,0.00014221852,0.00018815123,0.00020640969,0.00015326733,0.00032976706,0.00017115506,0.00024408895,0.00029480614],"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":[0.00016800132,0.00005882555,0.0001953969,0.0001452561,0.000028077418,0.000120024495,0.000026306556,0.005100221,0.9709764,0.007048555,0.0010825971,0.015050324],"study_design_scores_gemma":[0.00007189357,0.0010363269,0.002819696,0.00004009031,0.00013365962,0.00088286214,0.00008019038,0.25594917,0.71668094,0.0038257584,0.01843321,0.00004622052],"about_ca_topic_score_codex":0.00010978273,"about_ca_topic_score_gemma":0.00032151563,"teacher_disagreement_score":0.0015398741,"about_ca_system_score_codex":0.00013296331,"about_ca_system_score_gemma":0.0000915441,"threshold_uncertainty_score":0.0051514506},"labels":[],"label_agreement":null},{"id":"W4297921785","doi":"10.2139/ssrn.4227638","title":"Design and Testing of a Dna-Like Torsional Structure for Energy Absorption","year":2022,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; RTDS Technologies (Canada)","funders":"","keywords":"Absorption (acoustics); Materials science; Structural engineering; Nuclear engineering; Composite material; Engineering","score_opus":0.0068403129713123624,"score_gpt":0.18475549945076536,"score_spread":0.177915186479453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297921785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.923608,0.00037687636,0.06713824,0.0004346367,0.00014612546,0.00030143812,0.00032049356,0.00068692426,0.006987317],"genre_scores_gemma":[0.9499543,0.00011964877,0.046696506,0.00005776607,0.0000105443905,0.00013071227,0.00015774595,0.00005522263,0.0028175875],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979204,0.000030226087,0.000008755292,0.000058892332,0.00007317954,0.000036921527],"domain_scores_gemma":[0.9994338,0.00013785753,0.00011736046,0.00007091926,0.00014188029,0.00009812607],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047444616,0.00033576667,0.00031609106,0.0003212319,0.0004182557,0.00053611613,0.001100275,0.0007533148,0.0042046406],"category_scores_gemma":[0.001064981,0.00026485554,0.00025869685,0.00030398316,0.0004000303,0.0004431836,0.00036137347,0.00058035995,0.0008761587],"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":[0.0009893528,0.0008384542,0.0021604877,0.0005195722,0.000058580918,0.00024882777,0.00018393416,0.09099659,0.8482006,0.017825698,0.00090688217,0.03707106],"study_design_scores_gemma":[0.00039944673,0.005688309,0.0012758716,0.000036214755,0.00008424423,0.00014329157,0.00013026047,0.22516842,0.75726503,0.0011958297,0.008553728,0.000059349357],"about_ca_topic_score_codex":0.0005161948,"about_ca_topic_score_gemma":0.0007377512,"teacher_disagreement_score":0.0042046406,"about_ca_system_score_codex":0.0006038918,"about_ca_system_score_gemma":0.00077425805,"threshold_uncertainty_score":0.014065862},"labels":[],"label_agreement":null},{"id":"W4298853771","doi":"","title":"Bonding a linearly piezoelectric patch on a linearly elastic body","year":2014,"lang":"en","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Piezoelectricity; Materials science; Composite material","score_opus":0.005177787914896658,"score_gpt":0.1840495974406338,"score_spread":0.17887180952573714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298853771","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77907676,0.00021408054,0.18622759,0.0007158958,0.0004129451,0.00007140086,0.00008487329,0.0004177859,0.032778673],"genre_scores_gemma":[0.96024716,0.00010557722,0.02529663,0.00009218449,0.00007534578,0.00003887697,0.000031003936,0.000042540458,0.014070695],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980897,0.000026211683,0.0000057619304,0.00006192651,0.00006365659,0.000033570555],"domain_scores_gemma":[0.99981207,0.00005191558,0.000033176762,0.000054004362,0.000024479863,0.000024469777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015416715,0.0003060128,0.00046943023,0.0002100901,0.00034382535,0.00045471042,0.0005573805,0.0009415079,0.007058222],"category_scores_gemma":[0.00032830745,0.000292257,0.000299439,0.00019900715,0.0005937115,0.00046666543,0.0009646124,0.00033493826,0.0014173614],"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":[0.00039434998,0.00023471034,0.0019044376,0.00022176706,0.00008154792,0.0012227623,0.0002523611,0.057017505,0.88324994,0.01151586,0.0020281612,0.041876674],"study_design_scores_gemma":[0.00018990757,0.0034466374,0.011796897,0.000047222755,0.00014893767,0.0017315779,0.00060058304,0.60527885,0.35794407,0.009009193,0.0097183455,0.00008780998],"about_ca_topic_score_codex":0.00015556053,"about_ca_topic_score_gemma":0.00021419591,"teacher_disagreement_score":0.007058222,"about_ca_system_score_codex":0.0001755811,"about_ca_system_score_gemma":0.00018298409,"threshold_uncertainty_score":0.023612142},"labels":[],"label_agreement":null},{"id":"W4307211197","doi":"10.1016/j.compstruct.2022.116398","title":"A theoretical and experimental study on in-plane parametric resonance of laminated composite circular arches under a vertical base excitation","year":2022,"lang":"en","type":"article","venue":"Composite Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Instability; Arch; Excitation; Amplitude; Resonance (particle physics); Structural engineering; Parametric statistics; Plane (geometry); Span (engineering); Stacking; Mechanics; Physics; Materials science; Engineering; Mathematics; Geometry; Optics; Nuclear magnetic resonance; Atomic physics","score_opus":0.009901662301856238,"score_gpt":0.2402565105139902,"score_spread":0.23035484821213395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4307211197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9696945,0.00009510031,0.019584727,0.000066946726,0.000014810182,0.000025237434,0.00006647352,0.00009949134,0.010352668],"genre_scores_gemma":[0.9975193,0.00003422415,0.0015140354,0.0000053283857,0.0000033563044,0.0000072118496,0.000020348174,0.000008292796,0.00088790007],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976116,0.0000477907,0.0000042923402,0.00005150089,0.00010219082,0.000033101693],"domain_scores_gemma":[0.9994809,0.00030655533,0.000045639532,0.00007405103,0.00007212665,0.000020787216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026840554,0.0003013504,0.00025014882,0.00018908714,0.00045821548,0.00025924202,0.0005387404,0.00048551548,0.0032550213],"category_scores_gemma":[0.000661155,0.0002118478,0.00022033413,0.00017511846,0.00068225415,0.0004613351,0.00028240806,0.00033157313,0.0003005831],"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":[0.00055404566,0.00017609258,0.0012165327,0.00013468922,0.000011132503,0.00016785221,0.0004789007,0.007234141,0.9790436,0.0023785676,0.00018964506,0.008414847],"study_design_scores_gemma":[0.00007188567,0.001264094,0.013954112,0.000027883643,0.0000623995,0.0005395433,0.0006540576,0.11784745,0.86146903,0.0008333597,0.0032344018,0.00004181681],"about_ca_topic_score_codex":0.0003315668,"about_ca_topic_score_gemma":0.000386077,"teacher_disagreement_score":0.0032550213,"about_ca_system_score_codex":0.00022580504,"about_ca_system_score_gemma":0.000107290616,"threshold_uncertainty_score":0.010889113},"labels":[],"label_agreement":null},{"id":"W4307725088","doi":"10.1016/j.asr.2022.10.049","title":"Active shape control for flexible space structures using an optimal gyricity distribution","year":2022,"lang":"en","type":"article","venue":"Advances in Space Research","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Space (punctuation); Optimal control; Distribution (mathematics); Solar sail; Computer science; Process (computing); Geometry; Physics; Aerospace engineering; Mathematics; Spacecraft; Engineering; Mathematical analysis; Mathematical optimization","score_opus":0.03929085541013765,"score_gpt":0.3689188119824322,"score_spread":0.32962795657229454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4307725088","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.045277715,0.0002311263,0.94830453,0.00019455195,0.000054735094,0.000020152263,0.000012885019,0.00007524066,0.0058290884],"genre_scores_gemma":[0.95285136,0.00017782972,0.04284409,0.00007053759,0.00004357435,0.0000545092,0.000015558993,0.000049180566,0.0038933132],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999167,0.000021483413,0.0000027855567,0.00001892021,0.000028738634,0.000011442838],"domain_scores_gemma":[0.99984133,0.00007023807,0.000027910652,0.0000137367215,0.000032508324,0.000014224104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027373078,0.00049132033,0.0004478387,0.00033085002,0.0002678207,0.0005799737,0.00045522238,0.00062375295,0.0011449422],"category_scores_gemma":[0.0006159387,0.00022079806,0.00031418205,0.00023300362,0.0008513843,0.0005759784,0.00068183587,0.00044120307,0.00016513707],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018448349,0.00006823046,0.00021604497,0.00006623638,0.000022641394,0.000047322294,0.00009175862,0.8720737,0.037617546,0.046773206,0.0006879062,0.04215088],"study_design_scores_gemma":[0.000010237939,0.00003820423,0.000052172996,0.0000037526922,0.000003326328,0.000007339151,0.0000060139664,0.99529546,0.0013790147,0.002860219,0.000340471,0.0000037023103],"about_ca_topic_score_codex":0.000763592,"about_ca_topic_score_gemma":0.0011085607,"teacher_disagreement_score":0.0011449422,"about_ca_system_score_codex":0.0004682357,"about_ca_system_score_gemma":0.00028842766,"threshold_uncertainty_score":0.003830254},"labels":[],"label_agreement":null},{"id":"W4310356743","doi":"10.18280/rcma.320503","title":"A Three-Node Triangular Constant Strain Element for Evaluation of Stress Concentration Factor of a Rectangular Thin Plate Under Tension Load","year":2022,"lang":"en","type":"article","venue":"Revue des composites et des matériaux avancés","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Classification of discontinuities; Structural engineering; Stress field; Finite element method; Stress (linguistics); Tension (geology); Planar; Stress concentration; Discontinuity (linguistics); Engineering; Field (mathematics); Ultimate tensile strength; Materials science; Computer science; Mathematics; Composite material; Mathematical analysis","score_opus":0.061453271896518606,"score_gpt":0.2830505964522658,"score_spread":0.2215973245557472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4310356743","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06451296,0.00008118387,0.9283736,0.00006777876,0.00003487415,0.00009988453,0.00014449474,0.00034156418,0.0063436846],"genre_scores_gemma":[0.52245206,0.00017989652,0.46883833,0.000041848925,0.000009998517,0.00028335294,0.00023670713,0.00012550374,0.00783223],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986124,0.000032267246,0.000008149649,0.00002680552,0.000060021503,0.0000114939885],"domain_scores_gemma":[0.99981123,0.00008072437,0.000020486863,0.000022489923,0.00005510297,0.0000100031875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030092575,0.00041375821,0.00037118563,0.00030217232,0.00021178294,0.0003869715,0.0010384906,0.0010182279,0.004727474],"category_scores_gemma":[0.00058766565,0.0003108315,0.0003939718,0.00033248792,0.0003161803,0.00040323645,0.0003065805,0.00047386155,0.000684686],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020631205,0.0001561395,0.0024669745,0.00039315096,0.000030663003,0.00027922457,0.0004529471,0.78877383,0.11282589,0.012897424,0.0011258911,0.080391645],"study_design_scores_gemma":[0.0000054004126,0.00006769228,0.00028204874,0.000020549041,0.000006706023,0.000059053687,0.000039860817,0.98677766,0.010316098,0.00039118016,0.0020239423,0.000009839766],"about_ca_topic_score_codex":0.0026131012,"about_ca_topic_score_gemma":0.0040063164,"teacher_disagreement_score":0.004727474,"about_ca_system_score_codex":0.00031378245,"about_ca_system_score_gemma":0.0006727515,"threshold_uncertainty_score":0.01581502},"labels":[],"label_agreement":null},{"id":"W4317583843","doi":"10.2514/6.2023-0834","title":"Feasibility of Structural Strength of Multi-cell Stratospheric Tower","year":2023,"lang":"en","type":"article","venue":"AIAA SCITECH 2023 Forum","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Inflatable; Tower; Buckling; Rocket (weapon); Structural engineering; Shell (structure); Membrane structure; Hexagonal crystal system; Aerospace engineering; Size effect on structural strength; Materials science; Engineering; Membrane; Mechanical engineering","score_opus":0.01597966771621809,"score_gpt":0.2456186974464049,"score_spread":0.22963902973018682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317583843","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9275543,0.00025807443,0.045275316,0.00019028437,0.000056832767,0.000047788893,0.00037629195,0.0001897295,0.026051402],"genre_scores_gemma":[0.9947601,0.0000450838,0.0042383727,0.000010142902,0.000004234292,0.000014636484,0.000081353166,0.0000109898965,0.0008350473],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998123,0.000025946449,0.0000053197214,0.00003894069,0.000075756485,0.00004168477],"domain_scores_gemma":[0.9996207,0.00007233155,0.00006407762,0.00006259965,0.00012360228,0.000056724377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032862186,0.0005039085,0.0002899114,0.0005565239,0.00039714816,0.00048290333,0.00068046356,0.0006414619,0.0055599874],"category_scores_gemma":[0.00057182886,0.00021786161,0.00033314628,0.00022302901,0.00027182008,0.0006201187,0.0005627721,0.00033747425,0.00080799276],"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":[0.000601589,0.00031247264,0.023244543,0.00035169118,0.00010480186,0.0006477057,0.00014701343,0.41972247,0.44144854,0.010775736,0.0022345653,0.10040887],"study_design_scores_gemma":[0.00004671346,0.0011929314,0.021662833,0.000053036973,0.00006781657,0.0003125005,0.0003096162,0.8726992,0.09782243,0.001986321,0.003795996,0.000050570696],"about_ca_topic_score_codex":0.0010823826,"about_ca_topic_score_gemma":0.0029076445,"teacher_disagreement_score":0.0055599874,"about_ca_system_score_codex":0.00040242152,"about_ca_system_score_gemma":0.00042653768,"threshold_uncertainty_score":0.018599987},"labels":[],"label_agreement":null},{"id":"W4319866693","doi":"10.2139/ssrn.4342183","title":"Shear Banding as a Dissipative Structure from a Thermodynamic Viewpoint","year":2023,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Dissipative system; Shear (geology); Statistical physics; Physics; Geology; Thermodynamics; Paleontology","score_opus":0.003841896621668069,"score_gpt":0.2085013241603867,"score_spread":0.20465942753871863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319866693","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3745901,0.003027435,0.4282967,0.0037585166,0.0013449449,0.00011206062,0.0002549605,0.0002153438,0.18839985],"genre_scores_gemma":[0.9390123,0.001210935,0.016419325,0.000459428,0.0004816445,0.00011130008,0.000086065105,0.00016929593,0.042049624],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998721,0.000029539053,0.000005372237,0.000023462484,0.00004624311,0.00002328043],"domain_scores_gemma":[0.9998597,0.000029832998,0.000025014588,0.000028226925,0.00002824634,0.000028994884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003950007,0.00062963134,0.0006905757,0.0010951161,0.000982109,0.0022547792,0.000842436,0.0010072533,0.00993678],"category_scores_gemma":[0.0006194323,0.000408377,0.00044650983,0.00047132283,0.0022887634,0.001754111,0.0011455078,0.0010559387,0.00082521624],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018631656,0.000025541607,0.00012513087,0.000036585094,0.000007956909,0.000041388834,0.0000502019,0.01647179,0.0031375205,0.9757414,0.00052694924,0.0038167855],"study_design_scores_gemma":[0.000017351682,0.00006948818,0.00069764047,0.000031365613,0.000015850452,0.00009117262,0.00009057023,0.17637055,0.001637534,0.817504,0.003451067,0.000023372073],"about_ca_topic_score_codex":0.0003617895,"about_ca_topic_score_gemma":0.00045021556,"teacher_disagreement_score":0.00993678,"about_ca_system_score_codex":0.000388932,"about_ca_system_score_gemma":0.00037461487,"threshold_uncertainty_score":0.033241868},"labels":[],"label_agreement":null},{"id":"W4323358495","doi":"10.1016/j.engstruct.2023.115877","title":"NURBS-based form-finding algorithm for double-curvature cable domes","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Gaussian curvature; Curvature; Algorithm; Dome (geology); Surface (topology); Geometry; Parametric statistics; Topology (electrical circuits); Engineering; Mathematics; Structural engineering; Geology","score_opus":0.009795913016371255,"score_gpt":0.22746153892549792,"score_spread":0.21766562590912666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323358495","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0070694587,0.000040830495,0.9905518,0.000039102175,0.000012750723,0.000029034283,0.00003829004,0.00048355668,0.0017352183],"genre_scores_gemma":[0.13294432,0.00014002594,0.8596871,0.000043559583,0.000013807824,0.0001610716,0.0002389901,0.00034494948,0.0064262375],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976534,0.0000404555,0.000008814969,0.000037518876,0.00012533013,0.000022511744],"domain_scores_gemma":[0.999635,0.00010593892,0.000028306404,0.000043660522,0.00016485027,0.000022237326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036596262,0.00091669307,0.0006656836,0.0006927209,0.00048472456,0.00071330165,0.0009983535,0.00091839617,0.0058703176],"category_scores_gemma":[0.0012174706,0.00057167275,0.00065997936,0.00060023397,0.00042240255,0.0007653345,0.0008016485,0.00072170136,0.0021257307],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000124714,0.000088719135,0.0010538206,0.00013468579,0.000031802447,0.00015387645,0.00026505542,0.65984195,0.027369019,0.018193716,0.0046203854,0.28812218],"study_design_scores_gemma":[0.000011090169,0.000023444885,0.00011406871,0.000010824219,0.000005940818,0.00006250139,0.000039704366,0.99092346,0.0042970413,0.0016339051,0.0028685678,0.000009531611],"about_ca_topic_score_codex":0.003647754,"about_ca_topic_score_gemma":0.0068106498,"teacher_disagreement_score":0.0058703176,"about_ca_system_score_codex":0.00050034205,"about_ca_system_score_gemma":0.0012166151,"threshold_uncertainty_score":0.01963818},"labels":[],"label_agreement":null},{"id":"W4324056948","doi":"10.1016/j.tws.2023.110655","title":"Prestress and size optimization of double-curvature cable domes using an incremental-prestressing iterative technique","year":2023,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Displacement (psychology); Stiffness; Curvature; Structural engineering; Stability (learning theory); Dome (geology); Minimum weight; Mathematical optimization; Mathematics; Computer science; Engineering; Geology; Geometry","score_opus":0.017756476414105098,"score_gpt":0.2597770402217404,"score_spread":0.2420205638076353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4324056948","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24150568,0.00016227328,0.7445216,0.00013681836,0.000045939163,0.00013199293,0.000098513876,0.000505722,0.012891417],"genre_scores_gemma":[0.76452994,0.00009080834,0.23102276,0.000037922917,0.000014210869,0.00017622519,0.00010560809,0.00021775441,0.0038047861],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998596,0.000029916988,0.0000057066054,0.0000213676,0.000057936883,0.00002543144],"domain_scores_gemma":[0.9994916,0.00024378851,0.000058506674,0.000051914085,0.00011140184,0.000042857908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042843955,0.0007847643,0.0007290339,0.000621312,0.00047077305,0.0006684341,0.00085330056,0.0011329676,0.0025264204],"category_scores_gemma":[0.0013688718,0.00059468986,0.000537779,0.00038801265,0.00057800196,0.0006479572,0.0007621588,0.00064337894,0.00031600188],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055152635,0.00007303639,0.0005692506,0.00004256114,0.000013899389,0.00010066236,0.00007253564,0.96459377,0.013523524,0.0025901357,0.00035756655,0.018007873],"study_design_scores_gemma":[0.000009016754,0.00003696848,0.0001422814,0.0000037058792,0.00000363805,0.000017851915,0.000021435417,0.99707603,0.002163719,0.00027851632,0.0002412269,0.0000056846325],"about_ca_topic_score_codex":0.002606157,"about_ca_topic_score_gemma":0.00524789,"teacher_disagreement_score":0.002606157,"about_ca_system_score_codex":0.00049162086,"about_ca_system_score_gemma":0.0011219052,"threshold_uncertainty_score":0.00845176},"labels":[],"label_agreement":null},{"id":"W4360867633","doi":"10.1142/9789811275135_0175","title":"MORPHODYNAMIC LINK BETWEEN SHORE-OBLIQUE BARS AND EROSIONAL HOTSPOTS","year":2023,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Shore; Geology; Oblique case; Link (geometry); Oceanography; Computer science; Computer network","score_opus":0.008037728903316485,"score_gpt":0.20323456214433422,"score_spread":0.19519683324101772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360867633","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9594916,0.00017265922,0.025880532,0.0005037175,0.00004017704,0.000015146419,0.00016207973,0.00005621066,0.013677924],"genre_scores_gemma":[0.9980799,0.000029214625,0.0005207149,0.000010453487,0.000009514188,0.0000030721592,0.000015491849,0.0000052818505,0.0013262954],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99993896,0.000013615159,0.0000023961334,0.000015253026,0.000009794556,0.000020000032],"domain_scores_gemma":[0.9993999,0.00020740932,0.00019757322,0.00002568512,0.000078927485,0.00009062208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019140137,0.00019312973,0.0002422758,0.0007673593,0.00045310234,0.001086955,0.0003773716,0.00061251345,0.004488212],"category_scores_gemma":[0.0016316002,0.00031459358,0.00014810485,0.00041365786,0.00075214845,0.0006683771,0.0006335552,0.0004898001,0.00017393178],"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":[0.00036454262,0.0002512667,0.11061757,0.00009556643,0.00013159998,0.0012210283,0.0002494853,0.708574,0.009378403,0.14550373,0.00225762,0.021355126],"study_design_scores_gemma":[0.000038011327,0.00008251531,0.06767551,0.000018709052,0.000032397696,0.00022850683,0.0004455659,0.8737909,0.0007885791,0.055659633,0.0011980642,0.00004162852],"about_ca_topic_score_codex":0.0028783153,"about_ca_topic_score_gemma":0.006088829,"teacher_disagreement_score":0.004488212,"about_ca_system_score_codex":0.0004107953,"about_ca_system_score_gemma":0.00032933222,"threshold_uncertainty_score":0.015014529},"labels":[],"label_agreement":null},{"id":"W4379616632","doi":"10.1353/mos.2021.0006","title":"Malabouian Plasticity Beyond Surfaces","year":2021,"lang":"en","type":"article","venue":"Mosaic","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"TRACE (psycholinguistics); Plasticity; The arts; Plastic arts; Aesthetics; Epistemology; Cognitive science; Philosophy; Visual arts; Psychology; Art; Linguistics; Physics","score_opus":0.005139630148188333,"score_gpt":0.18114345913865063,"score_spread":0.1760038289904623,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379616632","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08603443,0.0045299265,0.35588124,0.011063949,0.00063696835,0.000032896565,0.0000980997,0.00034972138,0.54137284],"genre_scores_gemma":[0.942017,0.0012778037,0.019496398,0.00070861395,0.00020062024,0.000069765214,0.000031700984,0.00017471495,0.036023274],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9995764,0.00011190922,0.000009122347,0.00008243991,0.00014809622,0.000072005285],"domain_scores_gemma":[0.9996971,0.00012796004,0.000022100308,0.00007952345,0.00004505458,0.00002837614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004681078,0.0004098354,0.00033646857,0.00059880316,0.0015140725,0.0022721165,0.0006610756,0.0011226315,0.005224379],"category_scores_gemma":[0.0020192119,0.00021446875,0.00039578695,0.00036670087,0.0067577446,0.0034075656,0.002315024,0.0016671283,0.00087124197],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004756929,0.0000012140798,0.000033762783,0.000004892317,0.0000010110068,0.000012767747,0.00009626454,0.0012910324,0.0003752229,0.994978,0.00038791023,0.002813057],"study_design_scores_gemma":[0.0000019304941,0.0000054948314,0.00007797462,0.000008585167,0.000001441605,0.000036601185,0.00007551479,0.004254492,0.0004326282,0.9814212,0.013679833,0.000004335881],"about_ca_topic_score_codex":0.001265792,"about_ca_topic_score_gemma":0.0011847115,"teacher_disagreement_score":0.005224379,"about_ca_system_score_codex":0.0011446025,"about_ca_system_score_gemma":0.0006038311,"threshold_uncertainty_score":0.017477274},"labels":[],"label_agreement":null},{"id":"W4382700892","doi":"10.11159/iccste23.159","title":"Novel Dissipative Technologies for Earthquake Resistance of Structures with Tensegrity Structure and Super Elastic Characteristics","year":2023,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Università degli Studi di Salerno","keywords":"Tensegrity; Earthquake resistance; Dissipative system; Structural engineering; Computer science; Geology; Engineering; Physics","score_opus":0.011460610078900604,"score_gpt":0.20748528261608346,"score_spread":0.19602467253718286,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382700892","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44398606,0.005571175,0.5287965,0.0005417778,0.00030729224,0.00018882142,0.0001791258,0.0010954586,0.019333694],"genre_scores_gemma":[0.9290037,0.0008300299,0.0608678,0.00013071373,0.000053186184,0.000093378585,0.000073579715,0.000054160395,0.0088935485],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998301,0.000013325917,0.000009385518,0.000035801648,0.00008627041,0.000025045212],"domain_scores_gemma":[0.99981993,0.000030845036,0.00006805893,0.000025184041,0.00004178407,0.000014131467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015076854,0.00036884486,0.00020163992,0.00041002533,0.00017351039,0.00043860613,0.00078573485,0.00027159887,0.0019610988],"category_scores_gemma":[0.00028437044,0.00019079169,0.00014511566,0.00021034406,0.000313519,0.0009226288,0.0003805083,0.00029476822,0.0005279799],"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":[0.000058775284,0.00003634852,0.00026432198,0.00023289656,0.000012723903,0.00012660556,0.00015209513,0.0013817819,0.9527789,0.0056814454,0.00052215287,0.03875199],"study_design_scores_gemma":[0.00002386566,0.0006371175,0.0014446453,0.000030789026,0.000038523925,0.00045489136,0.000143028,0.023131946,0.9467849,0.001353863,0.02592315,0.0000333475],"about_ca_topic_score_codex":0.00007680031,"about_ca_topic_score_gemma":0.0003086198,"teacher_disagreement_score":0.0019610988,"about_ca_system_score_codex":0.00030056565,"about_ca_system_score_gemma":0.00010828968,"threshold_uncertainty_score":0.006560564},"labels":[],"label_agreement":null},{"id":"W4386215788","doi":"10.32920/24043419","title":"Design and Analysis of Multi-Patch Composite Plates for a High Multi-Stability of a Morphing Skin","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Morphing; Composite number; Materials science; Stiffness; Composite material; Thermal stability; Aerospace; Composite laminates; Structural engineering; Computer science; Engineering; Aerospace engineering","score_opus":0.05590542259414207,"score_gpt":0.2672989578493092,"score_spread":0.2113935352551671,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386215788","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39604065,0.00072800793,0.5725555,0.0001716077,0.00008292885,0.00016100986,0.000106856896,0.00041870333,0.029734712],"genre_scores_gemma":[0.95205295,0.00020433107,0.042730514,0.00001325381,0.000006596082,0.00006419783,0.000029006465,0.000030854993,0.00486825],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992657,0.000010824425,0.0000018912594,0.000015002236,0.00003686443,0.000008872532],"domain_scores_gemma":[0.9999281,0.000014288264,0.000018406852,0.000010902078,0.000020979707,0.000007294363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013329565,0.000343557,0.00023469904,0.0002505864,0.00015148416,0.00049704645,0.00038107063,0.00039213375,0.0013446598],"category_scores_gemma":[0.00013258892,0.00019777419,0.0005117194,0.00012719043,0.0002538982,0.00019220423,0.00023974881,0.00022533124,0.0003559615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007940706,0.000054991287,0.0010426957,0.00023885952,0.000028916726,0.0003857726,0.00007684207,0.621274,0.3531815,0.007023449,0.0004621627,0.016151367],"study_design_scores_gemma":[0.000005957414,0.00014592994,0.0006165507,0.000008205769,0.000011537444,0.0000902093,0.000029045239,0.974643,0.022535324,0.0004565265,0.0014484418,0.000009227411],"about_ca_topic_score_codex":0.0006840553,"about_ca_topic_score_gemma":0.00059402484,"teacher_disagreement_score":0.0013446598,"about_ca_system_score_codex":0.00023745453,"about_ca_system_score_gemma":0.00030364544,"threshold_uncertainty_score":0.004498303},"labels":[],"label_agreement":null},{"id":"W4386215868","doi":"10.32920/24043419.v1","title":"Design and Analysis of Multi-Patch Composite Plates for a High Multi-Stability of a Morphing Skin","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Morphing; Composite number; Materials science; Stiffness; Composite material; Thermal stability; Aerospace; Stability (learning theory); Structural engineering; Computer science; Engineering; Aerospace engineering","score_opus":0.05590542259414207,"score_gpt":0.2672989578493092,"score_spread":0.2113935352551671,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386215868","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39604065,0.00072800793,0.5725555,0.0001716077,0.00008292885,0.00016100986,0.000106856896,0.00041870333,0.029734712],"genre_scores_gemma":[0.95205295,0.00020433107,0.042730514,0.00001325381,0.000006596082,0.00006419783,0.000029006465,0.000030854993,0.00486825],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99992657,0.000010824425,0.0000018912594,0.000015002236,0.00003686443,0.000008872532],"domain_scores_gemma":[0.9999281,0.000014288264,0.000018406852,0.000010902078,0.000020979707,0.000007294363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013329565,0.000343557,0.00023469904,0.0002505864,0.00015148416,0.00049704645,0.00038107063,0.00039213375,0.0013446598],"category_scores_gemma":[0.00013258892,0.00019777419,0.0005117194,0.00012719043,0.0002538982,0.00019220423,0.00023974881,0.00022533124,0.0003559615],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007940706,0.000054991287,0.0010426957,0.00023885952,0.000028916726,0.0003857726,0.00007684207,0.621274,0.3531815,0.007023449,0.0004621627,0.016151367],"study_design_scores_gemma":[0.000005957414,0.00014592994,0.0006165507,0.000008205769,0.000011537444,0.0000902093,0.000029045239,0.974643,0.022535324,0.0004565265,0.0014484418,0.000009227411],"about_ca_topic_score_codex":0.0006840553,"about_ca_topic_score_gemma":0.00059402484,"teacher_disagreement_score":0.0013446598,"about_ca_system_score_codex":0.00023745453,"about_ca_system_score_gemma":0.00030364544,"threshold_uncertainty_score":0.004498303},"labels":[],"label_agreement":null},{"id":"W4386215869","doi":"10.32920/24043416.v1","title":"Design and Analysis of a Hybrid Segmented Sliding Panel Morphing Skin System","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Morphing; Discretization; Kinematics; Mechanism (biology); Nonlinear system; Computer science; Mathematics; Mathematical analysis; Physics; Artificial intelligence; Classical mechanics","score_opus":0.04053565817001827,"score_gpt":0.2209832105336688,"score_spread":0.1804475523636505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386215869","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12619483,0.00030037097,0.84843975,0.00018302488,0.000082819686,0.00015346738,0.00007478119,0.0007936694,0.023777258],"genre_scores_gemma":[0.9563728,0.000121402874,0.03773513,0.000036443344,0.00001140809,0.0000884355,0.000039121387,0.000027870621,0.0055673327],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99988353,0.000017740704,0.00000482497,0.000030372847,0.000045903547,0.0000176284],"domain_scores_gemma":[0.9999207,0.000016192302,0.000016611297,0.000011786522,0.000022530407,0.000012140192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014460293,0.00025913256,0.00038003034,0.0002088556,0.00035987556,0.00052020774,0.00059182907,0.00044508625,0.0049341563],"category_scores_gemma":[0.00016975695,0.00019053918,0.0003994653,0.0001177593,0.0002921255,0.0003879592,0.0005765977,0.0002502595,0.00057329005],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021321217,0.00007210704,0.0017490175,0.0002324873,0.000056670866,0.00069468847,0.0002292978,0.72101766,0.1761406,0.01512628,0.0014112934,0.08305675],"study_design_scores_gemma":[0.000007465399,0.000113992406,0.00026440684,0.0000048598945,0.000008218599,0.000051336076,0.000017602992,0.99416673,0.003509772,0.00038409253,0.0014659832,0.0000055900564],"about_ca_topic_score_codex":0.0011735578,"about_ca_topic_score_gemma":0.00076394837,"teacher_disagreement_score":0.0049341563,"about_ca_system_score_codex":0.00032416623,"about_ca_system_score_gemma":0.00033621048,"threshold_uncertainty_score":0.016506433},"labels":[],"label_agreement":null},{"id":"W4386215881","doi":"10.32920/24043416","title":"Design and Analysis of a Hybrid Segmented Sliding Panel Morphing Skin System","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Morphing; Discretization; Kinematics; Mechanism (biology); Computer science; Nonlinear system; Mathematics; Physics; Mathematical analysis; Artificial intelligence; Classical mechanics","score_opus":0.04053565817001827,"score_gpt":0.2209832105336688,"score_spread":0.1804475523636505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386215881","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12619483,0.00030037097,0.84843975,0.00018302488,0.000082819686,0.00015346738,0.00007478119,0.0007936694,0.023777258],"genre_scores_gemma":[0.9563728,0.000121402874,0.03773513,0.000036443344,0.00001140809,0.0000884355,0.000039121387,0.000027870621,0.0055673327],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99988353,0.000017740704,0.00000482497,0.000030372847,0.000045903547,0.0000176284],"domain_scores_gemma":[0.9999207,0.000016192302,0.000016611297,0.000011786522,0.000022530407,0.000012140192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014460293,0.00025913256,0.00038003034,0.0002088556,0.00035987556,0.00052020774,0.00059182907,0.00044508625,0.0049341563],"category_scores_gemma":[0.00016975695,0.00019053918,0.0003994653,0.0001177593,0.0002921255,0.0003879592,0.0005765977,0.0002502595,0.00057329005],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021321217,0.00007210704,0.0017490175,0.0002324873,0.000056670866,0.00069468847,0.0002292978,0.72101766,0.1761406,0.01512628,0.0014112934,0.08305675],"study_design_scores_gemma":[0.000007465399,0.000113992406,0.00026440684,0.0000048598945,0.000008218599,0.000051336076,0.000017602992,0.99416673,0.003509772,0.00038409253,0.0014659832,0.0000055900564],"about_ca_topic_score_codex":0.0011735578,"about_ca_topic_score_gemma":0.00076394837,"teacher_disagreement_score":0.0049341563,"about_ca_system_score_codex":0.00032416623,"about_ca_system_score_gemma":0.00033621048,"threshold_uncertainty_score":0.016506433},"labels":[],"label_agreement":null},{"id":"W4386873746","doi":"10.1061/jenmdt.emeng-7320","title":"The Buckling Load of Extensible Rods","year":2023,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Buckling; Axial symmetry; Elasticity (physics); Stiffening; Softening; Rod; Structural engineering; Euler's formula; Critical load; Compressibility; Reduction (mathematics); Mechanics; Materials science; Mathematics; Mathematical analysis; Physics; Engineering; Composite material; Geometry","score_opus":0.006386083028779277,"score_gpt":0.1895689964427129,"score_spread":0.18318291341393364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386873746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88188165,0.001505692,0.03826858,0.00029647688,0.00009485854,0.000031968397,0.0002711665,0.0004103076,0.07723924],"genre_scores_gemma":[0.98406905,0.000477895,0.0023069,0.00008244974,0.000027154627,0.000022165432,0.00010570091,0.000059193957,0.01284957],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998154,0.000018044198,0.000007661854,0.00003288041,0.00008717101,0.000038916452],"domain_scores_gemma":[0.99973744,0.00008675445,0.000049252052,0.000038409955,0.000043793156,0.000044368062],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026825716,0.00039639432,0.00022364226,0.00085712323,0.00026205363,0.00044819704,0.0004232609,0.00047961416,0.005794258],"category_scores_gemma":[0.0011287944,0.00024117829,0.00011688724,0.0002031866,0.0005846499,0.00066835067,0.0006898886,0.00045750625,0.00095849636],"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":[0.0005570903,0.0001291915,0.0020902436,0.00036958873,0.00003411391,0.0008991115,0.0005471095,0.07302785,0.72098595,0.11296162,0.0011638275,0.08723428],"study_design_scores_gemma":[0.000109690474,0.0011591907,0.025662865,0.00022821095,0.000050819253,0.0010669833,0.00049119064,0.45407447,0.38520804,0.109751545,0.02196637,0.00023058854],"about_ca_topic_score_codex":0.0007424877,"about_ca_topic_score_gemma":0.0006772401,"teacher_disagreement_score":0.005794258,"about_ca_system_score_codex":0.0002684483,"about_ca_system_score_gemma":0.00022750406,"threshold_uncertainty_score":0.019383729},"labels":[],"label_agreement":null},{"id":"W4388093669","doi":"10.23967/c.membranes.2023.007","title":"Investigating wind loading for standardizing purposes on representative double-curved freestanding membrane roof canopies","year":2023,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Roof; Marine engineering; Structural engineering; Computer science; Aerospace engineering; Environmental science; Materials science; Engineering","score_opus":0.04636514861825949,"score_gpt":0.2845355198502652,"score_spread":0.2381703712320057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388093669","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9015997,0.00020744454,0.07939044,0.00010417307,0.00006566492,0.000109991335,0.00047885076,0.00045682583,0.017586883],"genre_scores_gemma":[0.9710924,0.00012548352,0.026474295,0.000015886817,0.000007709755,0.000058593207,0.0002952258,0.00012131871,0.0018090154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99936754,0.000110376764,0.00002777213,0.00010857956,0.0002543647,0.00013139317],"domain_scores_gemma":[0.9991999,0.00029062276,0.00009045959,0.00020554793,0.00014703583,0.00006649354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046894568,0.0006920792,0.00040388637,0.0005528397,0.0006131779,0.0015929131,0.0008718249,0.0012752388,0.003691264],"category_scores_gemma":[0.0019486044,0.00027508865,0.00053485826,0.00048010246,0.00073897064,0.001097459,0.0009594648,0.00061205827,0.0008828212],"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":[0.00040420605,0.00042259193,0.025845885,0.0011411404,0.000069772235,0.0029544372,0.0017750661,0.7129211,0.11203066,0.02500633,0.004302538,0.11312624],"study_design_scores_gemma":[0.00004651369,0.0010153543,0.02726812,0.0002308497,0.000098040786,0.0014866287,0.0055654976,0.8275855,0.09021418,0.011007802,0.03530733,0.00017422244],"about_ca_topic_score_codex":0.001367921,"about_ca_topic_score_gemma":0.0024348602,"teacher_disagreement_score":0.003691264,"about_ca_system_score_codex":0.0004823474,"about_ca_system_score_gemma":0.00040931298,"threshold_uncertainty_score":0.012348473},"labels":[],"label_agreement":null},{"id":"W4388322529","doi":"10.1093/oso/9780199212903.002.0002","title":"Preface","year":2009,"lang":"en","type":"other","venue":"","topic":"Structural Analysis and Optimization","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":"Wilfrid Laurier University; University of Toronto","funders":"","keywords":"Computer science","score_opus":0.0024293275661132576,"score_gpt":0.16217400090762116,"score_spread":0.1597446733415079,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388322529","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008106595,0.0035671727,0.0029803861,0.009860294,0.0683107,0.00016812865,0.0058105234,0.00057296414,0.9079191],"genre_scores_gemma":[0.0024427169,0.0012569503,0.00060973794,0.0006888124,0.0069745383,0.000046390644,0.0020233393,0.00033861506,0.98561895],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99937445,0.00007042576,0.000032577074,0.000093998264,0.0003740771,0.00005456195],"domain_scores_gemma":[0.99718636,0.00033752347,0.000083380735,0.00026198244,0.0017260892,0.0004047592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008844104,0.0008772547,0.00081162737,0.0034552768,0.0021149223,0.003452805,0.0009392384,0.0010483055,0.5243297],"category_scores_gemma":[0.005303917,0.00023330085,0.00036660142,0.0023810882,0.0005759104,0.002254613,0.0014022072,0.002259815,0.3099906],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008922055,0.000013786721,0.00004038397,0.00004103546,6.483128e-7,0.000014861875,0.000027166532,0.00004594925,0.000050432183,0.007091056,0.96215785,0.03050794],"study_design_scores_gemma":[0.0000022022416,0.0000065600607,0.0002375976,0.00007568322,8.613548e-7,0.000020214873,0.000041859195,0.00004614006,0.000060727925,0.0037531967,0.99575245,0.000002489142],"about_ca_topic_score_codex":0.004475878,"about_ca_topic_score_gemma":0.009358825,"teacher_disagreement_score":0.5243297,"about_ca_system_score_codex":0.0021414326,"about_ca_system_score_gemma":0.0018964009,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W4389387272","doi":"10.1525/9780520353367-001","title":"What This Book Is","year":2005,"lang":"en","type":"book-chapter","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer science","score_opus":0.007550993883489578,"score_gpt":0.18166382891848837,"score_spread":0.1741128350349988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389387272","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00034746132,0.008772728,0.0014081136,0.026085583,0.021585384,0.000072229166,0.000893865,0.00089561765,0.939939],"genre_scores_gemma":[0.0028457567,0.0057940185,0.0011527691,0.012175389,0.005436676,0.000053653643,0.0012939243,0.00061143894,0.9706364],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9974221,0.00031494998,0.000100086356,0.00037721227,0.001493415,0.00029227644],"domain_scores_gemma":[0.9970963,0.00034662857,0.00010313663,0.0005214097,0.0012504592,0.00068199803],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0011968525,0.00088846125,0.00096194074,0.0022033802,0.0041380594,0.017492052,0.0017650973,0.003434939,0.37845445],"category_scores_gemma":[0.0059606223,0.00053336995,0.0007877444,0.0022493042,0.0021888658,0.01158667,0.0046584583,0.0048565553,0.33509675],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008523371,0.000025657579,0.00012498024,0.00008383802,0.0000039460847,0.00004437898,0.00030862103,0.000027864638,0.00009665953,0.026041158,0.9118734,0.06136098],"study_design_scores_gemma":[6.720778e-7,0.0000020995535,0.00004751147,0.000054236833,7.1843556e-7,0.00003404438,0.0000823572,0.000005347478,0.000013730715,0.0013704493,0.99838674,0.000002175639],"about_ca_topic_score_codex":0.004248519,"about_ca_topic_score_gemma":0.007134404,"teacher_disagreement_score":0.37845445,"about_ca_system_score_codex":0.0030451587,"about_ca_system_score_gemma":0.0034295698,"threshold_uncertainty_score":0.8865593},"labels":[],"label_agreement":null},{"id":"W4389427253","doi":"10.1139/cjce-2023-0161","title":"Bracing requirements and design for a single column considering semi-rigid connections and initial curvature","year":2023,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bracing; Column (typography); Curvature; Structural engineering; Engineering; Computer science; Connection (principal bundle); Mathematics; Brace; Geometry","score_opus":0.028187609539524143,"score_gpt":0.2203181211045235,"score_spread":0.19213051156499936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389427253","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38263416,0.00041686438,0.580712,0.0001711211,0.000034396853,0.00033311007,0.0007040658,0.0009772272,0.03401714],"genre_scores_gemma":[0.9598996,0.00016643756,0.03548056,0.000022684077,0.0000033465715,0.00017296043,0.00018815904,0.00005940981,0.0040068943],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99958736,0.000053820364,0.00001953426,0.000053951047,0.00022280621,0.000062472915],"domain_scores_gemma":[0.99961215,0.0001009335,0.00008477352,0.000029608867,0.00015100098,0.000021609449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029955522,0.0006337162,0.00043165786,0.00081017,0.00035942142,0.000969189,0.00080877263,0.0006932192,0.004197278],"category_scores_gemma":[0.00085656723,0.0004532112,0.0004949067,0.00033236275,0.00049571757,0.0004752539,0.00036356147,0.00033514015,0.0010157732],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012258839,0.00005374985,0.0025570374,0.00038893157,0.000023687415,0.00020280416,0.00017167145,0.8473962,0.10613707,0.0049230168,0.0007574131,0.037265815],"study_design_scores_gemma":[0.0000344509,0.0002808543,0.0030885625,0.00004417003,0.000039735798,0.00017067295,0.00017183316,0.9716607,0.02056107,0.00088907464,0.0030240924,0.000034806304],"about_ca_topic_score_codex":0.011955728,"about_ca_topic_score_gemma":0.018805737,"teacher_disagreement_score":0.011955728,"about_ca_system_score_codex":0.0005241982,"about_ca_system_score_gemma":0.0018723605,"threshold_uncertainty_score":0.0237723},"labels":[],"label_agreement":null},{"id":"W4391028550","doi":"10.61782/fa.2023.0853","title":"Clamped bar model for free reeds","year":2022,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Centre for Interdisciplinary Research in Music Media and Technology","funders":"","keywords":"Bar (unit); Computer science; Physics","score_opus":0.011668651638245254,"score_gpt":0.18927366716068011,"score_spread":0.17760501552243485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391028550","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032913204,0.00042604646,0.9101986,0.00040319786,0.00023678716,0.000059953567,0.00041959845,0.00041107475,0.054931477],"genre_scores_gemma":[0.8064605,0.00056259666,0.09753022,0.00023281976,0.000097727265,0.00027987518,0.0005530859,0.00030604657,0.09397704],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997335,0.000053796826,0.000009752925,0.00006069758,0.000109638604,0.000032625096],"domain_scores_gemma":[0.9997867,0.0000675132,0.000028900095,0.000030388475,0.00006475639,0.000021923093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030630614,0.0007382618,0.001137522,0.00076139986,0.00047664696,0.0011926804,0.001977712,0.0024581673,0.012060743],"category_scores_gemma":[0.00087679666,0.00054264325,0.0008263116,0.00059147354,0.00085474376,0.0010855389,0.0011754435,0.0011302233,0.0022264037],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027616356,0.00002621745,0.00009392735,0.000059084025,0.000014961093,0.00006913079,0.000027731528,0.94862515,0.0027263397,0.041900925,0.00078590313,0.0056429906],"study_design_scores_gemma":[0.0000052202176,0.000013526792,0.00003491799,0.0000052522014,0.00000418865,0.000012746253,0.000008818098,0.994873,0.00023474677,0.0036121188,0.0011896392,0.000005900182],"about_ca_topic_score_codex":0.0062341145,"about_ca_topic_score_gemma":0.005677903,"teacher_disagreement_score":0.012060743,"about_ca_system_score_codex":0.00073919987,"about_ca_system_score_gemma":0.001030429,"threshold_uncertainty_score":0.04034716},"labels":[],"label_agreement":null},{"id":"W4391556278","doi":"10.1007/978-3-031-34027-7_17","title":"Parametric Study of a Cable Dome of Geiger-Type","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geiger counter; Dome (geology); Parametric statistics; Geology; Physics; Optics; Mathematics; Statistics","score_opus":0.00834531436800677,"score_gpt":0.19882283409035245,"score_spread":0.19047751972234567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391556278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9062969,0.0002679955,0.056928515,0.00028188352,0.000046158795,0.000033781387,0.000389717,0.00017528703,0.035579782],"genre_scores_gemma":[0.993141,0.000073340314,0.0030117715,0.000008327171,0.0000050433778,0.000009925891,0.00005344024,0.000018859382,0.0036782625],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998167,0.0000610395,0.0000042323813,0.00003583751,0.000043060376,0.00003905917],"domain_scores_gemma":[0.9992501,0.0004223298,0.000085397536,0.00011003349,0.00006456129,0.00006758046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037940752,0.0004317165,0.00042069633,0.00041741523,0.0004443706,0.00080814987,0.0006610762,0.0011226197,0.003060283],"category_scores_gemma":[0.0013631657,0.00026474902,0.00039248323,0.00043717853,0.0009894836,0.0006384684,0.0008304082,0.0003912652,0.00030104973],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000629556,0.00014416143,0.002523359,0.00010464739,0.000044299715,0.001571061,0.0003142955,0.8745528,0.07284161,0.0350775,0.00156533,0.010631446],"study_design_scores_gemma":[0.000046575773,0.0004904807,0.003090013,0.000020052998,0.000032711883,0.0007674702,0.00026545557,0.9718704,0.015679553,0.0043023494,0.0033801475,0.000054825585],"about_ca_topic_score_codex":0.0010205013,"about_ca_topic_score_gemma":0.0007508511,"teacher_disagreement_score":0.003060283,"about_ca_system_score_codex":0.0003552472,"about_ca_system_score_gemma":0.00037608875,"threshold_uncertainty_score":0.010237634},"labels":[],"label_agreement":null},{"id":"W4392842773","doi":"10.1520/stp14500s","title":"Front Matter","year":2001,"lang":"en","type":"paratext","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Certification; Engineering; Aerospace; Bridge (graph theory); Construction engineering; Engineering ethics; Mechanical engineering; Forensic engineering; Political science; Aerospace engineering; Law","score_opus":0.0053955642557465214,"score_gpt":0.19294926699246975,"score_spread":0.18755370273672323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392842773","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00036368903,0.00047916322,0.00042182513,0.0020517365,0.00319766,0.000055232136,0.0013723393,0.0009024,0.991156],"genre_scores_gemma":[0.0006706585,0.00026841307,0.00013190876,0.00089958677,0.0003387072,0.000013683383,0.00068275054,0.0001468498,0.99684745],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99936193,0.000033276385,0.000032046875,0.00017412414,0.00031352302,0.00008505749],"domain_scores_gemma":[0.9986135,0.00017958676,0.000057327492,0.00020684014,0.00058693835,0.0003557636],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00049335684,0.0009669366,0.0008127475,0.0014052605,0.0015024693,0.005628818,0.001093005,0.0032845202,0.93479675],"category_scores_gemma":[0.0020728132,0.00032887165,0.00058571243,0.0011266539,0.00055203785,0.002291326,0.0017638886,0.0014722288,0.9416684],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036046302,0.000052123298,0.00023261206,0.00015155911,0.0000039435395,0.00007519856,0.000026489019,0.000041495532,0.0007192542,0.002800226,0.83914393,0.15671717],"study_design_scores_gemma":[0.0000052721675,0.000010787662,0.00029159468,0.000044204193,0.0000011149758,0.00004638537,0.000025803067,0.000032101812,0.00011681025,0.0004710031,0.99895215,0.0000026250168],"about_ca_topic_score_codex":0.0012104956,"about_ca_topic_score_gemma":0.0022417381,"teacher_disagreement_score":0.06520325,"about_ca_system_score_codex":0.0009289012,"about_ca_system_score_gemma":0.0010983768,"threshold_uncertainty_score":0.093004525},"labels":[],"label_agreement":null},{"id":"W4393058730","doi":"10.23919/usnc-ursinrsm60317.2024.10464936","title":"Loading Rims of Radio Telescopes with Reconfigurable Reflectarrays for Adaptive Null-Steering","year":2024,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Science Foundation","keywords":"Null (SQL); Radio frequency; Computer science; Telecommunications","score_opus":0.011397311165523834,"score_gpt":0.21028341031733128,"score_spread":0.19888609915180744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393058730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63201314,0.00027977448,0.33973294,0.00016584004,0.0001042554,0.0000699636,0.00017246346,0.0010808025,0.026380759],"genre_scores_gemma":[0.86772704,0.000104581435,0.12709755,0.000049958977,0.000019029752,0.000049414055,0.00011191758,0.000097762706,0.0047427523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999008,0.000015075855,0.000005173708,0.000019545956,0.000039609546,0.00001980892],"domain_scores_gemma":[0.9998468,0.000024861676,0.00005916984,0.000034930286,0.00002186653,0.000012454101],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009909327,0.0003166998,0.00022176268,0.00014864771,0.00009031862,0.00049178564,0.00047782494,0.00028063956,0.0015320355],"category_scores_gemma":[0.00029510565,0.00019494079,0.00026130813,0.00016386234,0.00021397894,0.00028515613,0.00031337526,0.00020627493,0.0007382597],"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":[0.00023312106,0.00007585363,0.001019706,0.00010723675,0.000040977724,0.00031128622,0.00010631753,0.07999053,0.8719751,0.006762057,0.00087174796,0.03850602],"study_design_scores_gemma":[0.00007783415,0.00077562465,0.0024294541,0.000015187571,0.000039641884,0.00053545897,0.00009374258,0.46524546,0.5141086,0.0019011841,0.014718058,0.00005966061],"about_ca_topic_score_codex":0.00024782878,"about_ca_topic_score_gemma":0.00047364543,"teacher_disagreement_score":0.0015320355,"about_ca_system_score_codex":0.00025931423,"about_ca_system_score_gemma":0.00014903488,"threshold_uncertainty_score":0.0051252246},"labels":[],"label_agreement":null},{"id":"W4393769898","doi":"10.5281/zenodo.10124594","title":"Tensile2d: 2D quasistatic non-linear structural mechanics solutions, under geometrical variations","year":2023,"lang":"en","type":"dataset","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"","keywords":"Quasistatic process; Classical mechanics; Mathematics; Statistical physics; Mechanics; Mathematical analysis; Physics; Thermodynamics","score_opus":0.03774147324368043,"score_gpt":0.24825682613008943,"score_spread":0.210515352886409,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393769898","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.042143274,0.0040177056,0.06833089,0.0025827037,0.0030372613,0.00038216982,0.7826052,0.056854043,0.040046744],"genre_scores_gemma":[0.0682019,0.0009839151,0.03698637,0.00067362643,0.0003198929,0.0003568944,0.8722111,0.0062032556,0.014063065],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99918216,0.00010492819,0.00004658341,0.00024610801,0.00033911865,0.00008113544],"domain_scores_gemma":[0.99925107,0.00019181965,0.000046894456,0.0002548148,0.0001676825,0.00008765585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067499257,0.0050584287,0.0021594884,0.0018576884,0.0007909774,0.002339892,0.003571807,0.0029530358,0.052862],"category_scores_gemma":[0.0030632275,0.0011803388,0.0027823057,0.0018382714,0.00083458517,0.0020031312,0.0015879461,0.0034971898,0.044333152],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002674646,0.00024887852,0.0020705617,0.0013202116,0.00018218452,0.00021675279,0.00007187051,0.04562286,0.0030687703,0.003076904,0.8961201,0.047733437],"study_design_scores_gemma":[0.00079819636,0.0004159109,0.0130736735,0.0006188803,0.00015167313,0.0011781552,0.0003669795,0.40196726,0.010800929,0.023077467,0.5472135,0.00033735498],"about_ca_topic_score_codex":0.0063149626,"about_ca_topic_score_gemma":0.019186782,"teacher_disagreement_score":0.052862,"about_ca_system_score_codex":0.0007428787,"about_ca_system_score_gemma":0.0010460055,"threshold_uncertainty_score":0.17684102},"labels":[],"label_agreement":null},{"id":"W4394487337","doi":"10.6084/m9.figshare.19615769","title":"Numerical Approach for Kinematic analysis of Unit II from Folding arrays of uniform-thickness panels to compact bundles with a single degree of freedom","year":2022,"lang":"en","type":"dataset","venue":"Open MIND","topic":"Structural Analysis and Optimization","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":"Queen's University","funders":"","keywords":"Kinematics; Folding (DSP implementation); Degree (music); Unit (ring theory); Mathematics; Geometry; Topology (electrical circuits); Physics; Structural engineering; Classical mechanics; Engineering; Combinatorics; Acoustics","score_opus":0.06660105207124879,"score_gpt":0.27546522892524106,"score_spread":0.20886417685399228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394487337","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.001005747,0.00032504508,0.0015057753,0.00008980232,0.000045342946,0.000031237185,0.9934622,0.0015437993,0.001991179],"genre_scores_gemma":[0.0022878384,0.0001507462,0.0027252247,0.000061519866,0.000011525161,0.00018336705,0.9934863,0.0001512916,0.0009421049],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991978,0.00013712708,0.00008807651,0.00022073172,0.00025738022,0.00009889552],"domain_scores_gemma":[0.99851173,0.0005795667,0.000113168186,0.00036128273,0.00036698012,0.000067272056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000980238,0.0024791912,0.0011451151,0.0024001284,0.00062250666,0.0014062887,0.0033273913,0.0028454198,0.03312296],"category_scores_gemma":[0.005179966,0.0007373653,0.0019010674,0.0036126166,0.00040127593,0.0007101034,0.0013432559,0.001611707,0.042750765],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017081122,0.00012603325,0.0023419145,0.0023583497,0.00016840924,0.00009029121,0.000035760742,0.016143184,0.0005241079,0.0020532045,0.9605715,0.015416417],"study_design_scores_gemma":[0.00086535054,0.000097341406,0.00865538,0.0008017944,0.00013839411,0.00016545135,0.00011430659,0.022794815,0.0018052629,0.012757782,0.95172155,0.000082424805],"about_ca_topic_score_codex":0.021062871,"about_ca_topic_score_gemma":0.044110432,"teacher_disagreement_score":0.03312296,"about_ca_system_score_codex":0.0009119179,"about_ca_system_score_gemma":0.001531854,"threshold_uncertainty_score":0.1108073},"labels":[],"label_agreement":null},{"id":"W4396701056","doi":"10.11159/icsect24.168","title":"Looking Into the Anthropocene: Sustainable Design Philosophy, Behaviour of GFRP and Steel in Concrete Beams Subjected to Flexion","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Anthropocene; Fibre-reinforced plastic; Architectural engineering; Civil engineering; Environmental science; Geology; Engineering; Structural engineering","score_opus":0.004168393713529602,"score_gpt":0.18896114946401713,"score_spread":0.18479275575048754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396701056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943084,0.00029259984,0.0022067265,0.000064214015,0.0000033189594,0.000007746483,0.000038187423,0.0000069067587,0.0030720092],"genre_scores_gemma":[0.9977003,0.00020110818,0.000728597,0.000008206618,0.0000010026963,0.000004578251,0.000020304022,0.0000032439343,0.0013326629],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998989,0.000017157878,0.0000051970396,0.000018280116,0.000042599364,0.000017872024],"domain_scores_gemma":[0.99992716,0.000010333039,0.000019664996,0.000008936831,0.00002558718,0.000008322507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028709733,0.00021204301,0.00013657207,0.00028820417,0.00031709587,0.00030486402,0.00026406837,0.00035703363,0.0014641852],"category_scores_gemma":[0.00033285614,0.00019802345,0.00019353806,0.00019458831,0.00064081326,0.0002511056,0.00021972824,0.00017138498,0.00022386521],"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":[0.0003492133,0.00012547782,0.08605337,0.00028382987,0.00006648118,0.0013359013,0.003350912,0.06387863,0.79201084,0.014681945,0.00045703902,0.037406348],"study_design_scores_gemma":[0.000026135234,0.0016118997,0.5383248,0.00014299058,0.00007341035,0.0014998661,0.0058032568,0.15158278,0.27536497,0.009715568,0.015757205,0.00009725255],"about_ca_topic_score_codex":0.003731651,"about_ca_topic_score_gemma":0.006742301,"teacher_disagreement_score":0.003731651,"about_ca_system_score_codex":0.00033304564,"about_ca_system_score_gemma":0.0002921467,"threshold_uncertainty_score":0.0074198246},"labels":[],"label_agreement":null},{"id":"W4396860007","doi":"10.1061/jpsea2.pseng-1594","title":"Novel Curve-Shape Sandwich Composites with Flexible Cores for Rehabilitation of Buried Infrastructure: Experimental and Analytical Studies Considering Geometric Nonlinearity","year":2024,"lang":"en","type":"article","venue":"Journal of Pipeline Systems Engineering and Practice","topic":"Structural Analysis and Optimization","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":"Dalhousie University","funders":"","keywords":"Nonlinear system; Structural engineering; Materials science; Composite material; Sandwich-structured composite; Core (optical fiber); Engineering; Physics","score_opus":0.022436683949744726,"score_gpt":0.30043752474043967,"score_spread":0.2780008407906949,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396860007","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9916801,0.000050242037,0.0076366775,0.000013117048,0.0000072678436,0.000017793902,0.000023061459,0.000034277324,0.00053748646],"genre_scores_gemma":[0.99058694,0.00004544961,0.008864093,0.000005244763,0.0000015745202,0.000011324745,0.000015696034,0.0000072734424,0.00046248006],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982566,0.000019627889,0.000006561766,0.00003177037,0.00009068171,0.000025663172],"domain_scores_gemma":[0.9995509,0.000119957636,0.0000995933,0.000056489913,0.00012555516,0.000047438847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040724612,0.0004191847,0.00023717487,0.00030168844,0.00018692813,0.00018743874,0.0003135719,0.0003837539,0.00060120877],"category_scores_gemma":[0.00059728697,0.00018252387,0.00022149642,0.00015523854,0.00043334597,0.000345684,0.0002372927,0.00025779888,0.00016606507],"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":[0.00013577203,0.00013327353,0.0010228395,0.00009366926,0.000006243769,0.00019804477,0.00010389751,0.01532034,0.97526586,0.00018998975,0.000050931416,0.0074790088],"study_design_scores_gemma":[0.0000193644,0.0025353688,0.009976294,0.000022298493,0.000021044969,0.00029427346,0.00025579846,0.11365159,0.8721502,0.00017476693,0.0008628408,0.00003631012],"about_ca_topic_score_codex":0.0003903982,"about_ca_topic_score_gemma":0.0016141852,"teacher_disagreement_score":0.00060120877,"about_ca_system_score_codex":0.00018140944,"about_ca_system_score_gemma":0.00022885467,"threshold_uncertainty_score":0.0021537542},"labels":[],"label_agreement":null},{"id":"W4399607101","doi":"10.2139/ssrn.4862279","title":"Self-Dual Polyhedra and Polarity","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Polyhedron; Dual (grammatical number); Polarity (international relations); Computer science; Mathematics; Combinatorics; Chemistry; Art; Cell","score_opus":0.0033904944926584682,"score_gpt":0.19783533370617035,"score_spread":0.19444483921351188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399607101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56204396,0.00082392624,0.08057948,0.002990834,0.0010238088,0.000079885205,0.00052714883,0.00015271803,0.35177818],"genre_scores_gemma":[0.94912535,0.00061446795,0.009813861,0.000479451,0.00051047007,0.000073190946,0.00034439366,0.00019022616,0.03884859],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99980634,0.000060314058,0.0000046646282,0.000027095806,0.00006533088,0.000036363883],"domain_scores_gemma":[0.9996251,0.0001223728,0.000051515988,0.000032421456,0.000083874984,0.000084688894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024260428,0.0006233568,0.00044759904,0.001581241,0.0008955478,0.002147977,0.0006181941,0.0008102209,0.01447818],"category_scores_gemma":[0.0014450187,0.00027919977,0.00036483255,0.0004553936,0.0017827878,0.0015359846,0.0014639226,0.0013265742,0.0010689878],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003767523,0.000023801182,0.000129143,0.0000231758,0.0000038872895,0.000032305554,0.00003763921,0.0023117804,0.0006479239,0.9885133,0.002108835,0.0061305403],"study_design_scores_gemma":[0.000016634336,0.000011474961,0.00015997734,0.000010539943,0.0000026539053,0.00006222135,0.000049243066,0.012456691,0.0003053138,0.9843634,0.0025557359,0.000006117634],"about_ca_topic_score_codex":0.00045721547,"about_ca_topic_score_gemma":0.00048865506,"teacher_disagreement_score":0.01447818,"about_ca_system_score_codex":0.000527305,"about_ca_system_score_gemma":0.00034734778,"threshold_uncertainty_score":0.048434317},"labels":[],"label_agreement":null},{"id":"W4400063217","doi":"10.1016/j.mechmachtheory.2024.105721","title":"Optimal design and comparison of 2-X and 2-R planar cable-driven tensegrity-inspired manipulators","year":2024,"lang":"en","type":"article","venue":"Mechanism and Machine Theory","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Tensegrity; Planar; Structural engineering; Computer science; Engineering; Topology (electrical circuits); Control theory (sociology); Artificial intelligence; Electrical engineering; Computer graphics (images)","score_opus":0.01608107212501539,"score_gpt":0.2283219902648936,"score_spread":0.21224091813987822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400063217","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1591227,0.0005963034,0.8205541,0.0002127326,0.000041611776,0.000105044666,0.0000508207,0.00020850242,0.019108186],"genre_scores_gemma":[0.91844034,0.00029810492,0.07692226,0.000050533024,0.000018010014,0.00015913552,0.000041031726,0.00003100358,0.004039596],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984586,0.000047695852,0.000005774047,0.000031353018,0.000048225775,0.000021099248],"domain_scores_gemma":[0.9997619,0.00011176337,0.000060455972,0.000014620108,0.000033605746,0.000017699645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005549772,0.00048595213,0.00047587336,0.00035841204,0.00025650312,0.00050613395,0.00055473205,0.00087900757,0.0021658991],"category_scores_gemma":[0.00075295125,0.00034679938,0.00038537692,0.00026780152,0.0004632032,0.00042903973,0.000569005,0.00029856953,0.00023167979],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015182408,0.000052444033,0.00029388894,0.00011973858,0.000030265273,0.000070081485,0.00007527055,0.94294995,0.013102753,0.0161309,0.00024586692,0.026776975],"study_design_scores_gemma":[0.0000307062,0.000352534,0.00034933418,0.000011006422,0.000012800822,0.000028729868,0.000024607894,0.9942021,0.0012056581,0.0028186198,0.0009520461,0.000011839628],"about_ca_topic_score_codex":0.0005519302,"about_ca_topic_score_gemma":0.0007843326,"teacher_disagreement_score":0.0021658991,"about_ca_system_score_codex":0.00041165928,"about_ca_system_score_gemma":0.00056769,"threshold_uncertainty_score":0.0072457194},"labels":[],"label_agreement":null},{"id":"W4400066541","doi":"10.17559/tv-20230621000754","title":"Load-Displacement Characteristics for Out-of-Plane of Unreinforced Masonry Walls","year":2024,"lang":"en","type":"article","venue":"Tehnicki vjesnik - Technical Gazette","topic":"Structural Analysis and Optimization","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":"Trinity College","funders":"","keywords":"Unreinforced masonry building; Displacement (psychology); Structural engineering; Masonry; Plane (geometry); Geology; Geotechnical engineering; Materials science; Engineering; Geometry; Mathematics; Psychology","score_opus":0.011773548808800178,"score_gpt":0.24627694689459442,"score_spread":0.23450339808579423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400066541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99332494,0.000060594266,0.004169996,0.000020299287,0.000003918408,0.000008307199,0.00017578856,0.00007539784,0.0021608684],"genre_scores_gemma":[0.99807966,0.000032826556,0.0004554674,0.0000056567646,0.0000021356625,0.00000436935,0.00020829633,0.000009604483,0.0012019519],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997464,0.000017086033,0.000014424015,0.000036479796,0.00013967382,0.000046001984],"domain_scores_gemma":[0.99900323,0.00038432569,0.00023982966,0.000102004815,0.00019620302,0.0000743592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002481352,0.0002779827,0.00021134481,0.00092426135,0.0001491644,0.00019384112,0.00041610576,0.0004399241,0.0024933906],"category_scores_gemma":[0.000865085,0.00015226501,0.00018172314,0.0005290386,0.0002873862,0.00028154269,0.00026224757,0.00027714806,0.0004378899],"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":[0.0010447425,0.0002915415,0.061602864,0.00029493676,0.000041832005,0.002305795,0.0030644583,0.13090901,0.72387195,0.0022428632,0.001109047,0.073220946],"study_design_scores_gemma":[0.000031432868,0.0013226492,0.36018574,0.000061445746,0.000034215143,0.0015951858,0.0014416307,0.42406654,0.20600933,0.0007394493,0.004402627,0.00010966747],"about_ca_topic_score_codex":0.0023474747,"about_ca_topic_score_gemma":0.0030291723,"teacher_disagreement_score":0.0024933906,"about_ca_system_score_codex":0.00018313926,"about_ca_system_score_gemma":0.0001335855,"threshold_uncertainty_score":0.008341193},"labels":[],"label_agreement":null},{"id":"W4400596842","doi":"10.55016/ojs/cdm.v16i2.71723","title":"Problems Section BIRS Proceedings","year":2021,"lang":"en","type":"article","venue":"Contributions to Discrete Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Section (typography); Homogeneous; Combinatorics; Mathematics; Genealogy; Special section; Library science; Computer science; History; Engineering; Engineering physics","score_opus":0.0065658054730559755,"score_gpt":0.22467358478569605,"score_spread":0.21810777931264008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400596842","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0035379669,0.013913305,0.030689474,0.013793074,0.020508658,0.0002825941,0.0060443003,0.0016756076,0.9095551],"genre_scores_gemma":[0.03208979,0.010550289,0.01994864,0.0025761623,0.008581829,0.00024516322,0.013582777,0.0014331605,0.9109924],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9976545,0.0003327329,0.0001401874,0.000597534,0.0010238218,0.00025119638],"domain_scores_gemma":[0.99782217,0.0003704326,0.000096096606,0.00048778873,0.0008068746,0.0004167367],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0019773412,0.0016080398,0.0011899633,0.0023224254,0.0028725401,0.0060605025,0.0022940997,0.0022955365,0.3653104],"category_scores_gemma":[0.0032841223,0.00046821093,0.0010450145,0.002153584,0.0009997878,0.0040033436,0.0037122865,0.0029423987,0.16737589],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010881432,0.000094907904,0.00023756649,0.00043245818,0.000024537228,0.00010690237,0.00010834317,0.0008418681,0.0014698651,0.12667625,0.685258,0.18464056],"study_design_scores_gemma":[0.00001229309,0.000025675008,0.0003674711,0.00010283675,0.000009645617,0.00013898959,0.000081778155,0.0008386746,0.0007313637,0.03663017,0.9610485,0.000012510995],"about_ca_topic_score_codex":0.0026359002,"about_ca_topic_score_gemma":0.0038408742,"teacher_disagreement_score":0.3653104,"about_ca_system_score_codex":0.002817488,"about_ca_system_score_gemma":0.003258662,"threshold_uncertainty_score":0.90530765},"labels":[],"label_agreement":null},{"id":"W4401487077","doi":"10.32388/y86zez","title":"Review of: \"Since nano antennas have the ability to absorb a wide angle, even in in the case of oblique solar radiation to the surface of the solar panel\"","year":2024,"lang":"en","type":"preprint","venue":"Qeios","topic":"Structural Analysis and Optimization","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":"Wave Control Systems (Canada)","funders":"","keywords":"Oblique case; Radiation; Optics; Nano-; Surface (topology); Materials science; Physics; Geometry; Composite material","score_opus":0.015001151815219202,"score_gpt":0.24876284582423616,"score_spread":0.23376169400901697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401487077","genre_codex":"review","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012709777,0.58323085,0.010917693,0.10056652,0.23839417,0.000054793793,0.0017849762,0.00026213465,0.06351785],"genre_scores_gemma":[0.01308314,0.69919175,0.0050211377,0.03610693,0.10259735,0.00008886864,0.0023788458,0.00035127316,0.14118072],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99932504,0.00008834482,0.00006474569,0.00014130946,0.00033331485,0.000047303816],"domain_scores_gemma":[0.9966625,0.000811205,0.00018772623,0.00018607499,0.0019287013,0.00022382512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010397359,0.000640267,0.0008993174,0.0015005892,0.00050801097,0.0017203727,0.001159993,0.0017476302,0.012850947],"category_scores_gemma":[0.0039819637,0.0002592507,0.00041050735,0.0027972404,0.0011617203,0.002134371,0.0009503424,0.002191764,0.011098836],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030122419,0.000013035813,0.00009166633,0.0021069509,0.00002390101,0.00003144474,0.000028338927,0.00036051043,0.00068953965,0.020684252,0.86189634,0.114043824],"study_design_scores_gemma":[0.0000017824647,0.0000075965095,0.00015721886,0.00029320244,0.0000072598605,0.000039024777,0.000014995472,0.00008644289,0.00021228567,0.002221723,0.99695206,0.000006462432],"about_ca_topic_score_codex":0.00209199,"about_ca_topic_score_gemma":0.0048496583,"teacher_disagreement_score":0.012850947,"about_ca_system_score_codex":0.0013966729,"about_ca_system_score_gemma":0.0023474356,"threshold_uncertainty_score":0.042990685},"labels":[],"label_agreement":null},{"id":"W4402137297","doi":"10.1007/978-3-031-61527-6_31","title":"An Innovative Seismic Force Resisting System for Damage-Free Self-centring Elastic Response of Low-Rise Steel Building Structures","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Centring; Structural engineering; Engineering","score_opus":0.0053191880169092855,"score_gpt":0.2040689520909075,"score_spread":0.19874976407399822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402137297","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11480695,0.00041508488,0.8686435,0.00013920398,0.0001713828,0.00013490544,0.0001838427,0.004963893,0.0105412025],"genre_scores_gemma":[0.7272312,0.00023753701,0.25589034,0.00020914464,0.00012635555,0.00021300194,0.0003730807,0.00022212474,0.015497172],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985516,0.000017080072,0.000007129886,0.00003530699,0.00006890158,0.000016392787],"domain_scores_gemma":[0.99986017,0.00002930047,0.000017819697,0.000030892792,0.00004593742,0.000015804837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001996345,0.0004630342,0.00042430518,0.00031270375,0.00028809044,0.00034719319,0.0010873221,0.00046088084,0.005573293],"category_scores_gemma":[0.00022762883,0.00017830326,0.00019202525,0.0001810488,0.00016483644,0.0003672062,0.00048223842,0.00027307626,0.0011206884],"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":[0.00026917097,0.0001546745,0.00037276113,0.00014708251,0.000024357829,0.000093598646,0.00008900347,0.016855812,0.75258875,0.0031870254,0.0029774685,0.22324024],"study_design_scores_gemma":[0.00012470674,0.001283851,0.0029411078,0.000027633238,0.00008872801,0.00040793908,0.000050898783,0.73759586,0.23145409,0.0021127707,0.023837436,0.000075031225],"about_ca_topic_score_codex":0.0002895639,"about_ca_topic_score_gemma":0.00054177945,"teacher_disagreement_score":0.005573293,"about_ca_system_score_codex":0.00017837707,"about_ca_system_score_gemma":0.00023396086,"threshold_uncertainty_score":0.018644571},"labels":[],"label_agreement":null},{"id":"W4402438700","doi":"10.11159/mmme24.003","title":"Composite Sandwich Structures Subjected to Extreme Underwater and In Air Loadings","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Underwater; Composite number; Materials science; Composite material; Structural engineering; Engineering; Geology","score_opus":0.005908232005183635,"score_gpt":0.18908644386450643,"score_spread":0.1831782118593228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402438700","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905067,0.00005801082,0.004815882,0.00006143734,0.000039038216,0.00000821033,0.000031926455,0.00003369823,0.0044450685],"genre_scores_gemma":[0.997283,0.000037095502,0.0008417873,0.000015324194,0.0000066369803,0.000008058727,0.000022955512,0.0000139727845,0.0017711929],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997558,0.00004216921,0.000007348582,0.000023984569,0.000087979075,0.00008273963],"domain_scores_gemma":[0.9996836,0.00007413941,0.00006203649,0.000034640507,0.00006303217,0.000082465114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003789544,0.0004790321,0.0005762472,0.00052056834,0.0005675637,0.00076220237,0.000425391,0.0010287229,0.00290908],"category_scores_gemma":[0.0006708672,0.000356166,0.00035424632,0.0002098811,0.0010749963,0.00039529018,0.00097638014,0.0004479664,0.00039725853],"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":[0.0017281165,0.00022596827,0.0037243436,0.00010874908,0.00011525199,0.0021901012,0.0004334641,0.31856284,0.6575667,0.006779016,0.0007361872,0.007829187],"study_design_scores_gemma":[0.00012406705,0.0010553175,0.016399134,0.00004100899,0.00012556842,0.0005398244,0.0009599592,0.78625804,0.18881553,0.004291003,0.001311385,0.00007927511],"about_ca_topic_score_codex":0.00041148567,"about_ca_topic_score_gemma":0.00080606824,"teacher_disagreement_score":0.00290908,"about_ca_system_score_codex":0.00027422528,"about_ca_system_score_gemma":0.00030279206,"threshold_uncertainty_score":0.009731889},"labels":[],"label_agreement":null},{"id":"W4402438702","doi":"10.11159/icmie24.161","title":"Dynamic Analysis of Fluid-Filled Ring-Stiffened Conical Shells","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Conical surface; Ring (chemistry); Materials science; Structural engineering; Computer science; Composite material; Engineering","score_opus":0.0037179188865523434,"score_gpt":0.19501936532652495,"score_spread":0.1913014464399726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402438702","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24936172,0.00034772427,0.7384053,0.0001495324,0.000032129792,0.00006132537,0.00010092811,0.00020253468,0.011338804],"genre_scores_gemma":[0.9748123,0.00021746094,0.01910683,0.000025069556,0.000009118484,0.00006574042,0.000047828315,0.00002854102,0.005687124],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984777,0.000030709005,0.0000071743866,0.000028326689,0.00006619482,0.00001982314],"domain_scores_gemma":[0.99988043,0.000034571283,0.00003517362,0.000012948959,0.000026212632,0.000010620932],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024218272,0.0003759755,0.00046379486,0.00049691024,0.00027782322,0.0005246071,0.0006695141,0.0006293044,0.000818633],"category_scores_gemma":[0.0005059499,0.00018793716,0.0005177542,0.00016386826,0.00080783066,0.000503746,0.00064087595,0.00023916957,0.00016231892],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043812244,0.000024701329,0.0007053507,0.000060375096,0.000017344271,0.0002484572,0.00009521391,0.92230123,0.048953332,0.020619297,0.0001464549,0.0067844526],"study_design_scores_gemma":[0.0000024723342,0.000012541811,0.00015583036,0.0000027873098,0.0000021729006,0.000030392099,0.00001085864,0.9970482,0.0016652289,0.00085683697,0.00020820949,0.0000044180465],"about_ca_topic_score_codex":0.0013612313,"about_ca_topic_score_gemma":0.00078687526,"teacher_disagreement_score":0.0013612313,"about_ca_system_score_codex":0.00034869433,"about_ca_system_score_gemma":0.00048008963,"threshold_uncertainty_score":0.002738595},"labels":[],"label_agreement":null},{"id":"W4402438858","doi":"10.11159/icmie24.127","title":"A Static Analysis of Compression and Torsion of Kresling Origami Springs","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Mechanical, Chemical, and Material Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Torsion (gastropod); Computer science; Compression (physics); Torsion spring; Structural engineering; Materials science; Engineering; Composite material","score_opus":0.0038021055044341035,"score_gpt":0.1912561554544073,"score_spread":0.1874540499499732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402438858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72804713,0.0020993145,0.21101925,0.0003806324,0.0001021062,0.000114221526,0.0004245209,0.00036166096,0.057451263],"genre_scores_gemma":[0.99014866,0.00040634547,0.0040522595,0.000036454614,0.000020916063,0.000035761484,0.000093638686,0.00003682841,0.0051691635],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998934,0.000010538998,0.000004174801,0.000024518513,0.000047443384,0.000019916175],"domain_scores_gemma":[0.9998627,0.0000524382,0.000027414448,0.00001605147,0.000031707437,0.000009660184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012505887,0.00032633526,0.00028189912,0.0006247349,0.00023683773,0.00034113612,0.00040682993,0.0005275903,0.0029606915],"category_scores_gemma":[0.0005561554,0.00021037758,0.00033006145,0.000365108,0.00060370215,0.00039358588,0.0002772202,0.000265137,0.00058507494],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021519457,0.00010002076,0.0035611573,0.00028802475,0.00003499426,0.00097445794,0.00041221047,0.45680797,0.45006078,0.03968065,0.00087568955,0.04698879],"study_design_scores_gemma":[0.0000059094546,0.00010084869,0.003101375,0.000020442085,0.00000888269,0.00017987705,0.00006873092,0.97735196,0.014834892,0.0024176496,0.001884877,0.000024562456],"about_ca_topic_score_codex":0.00097311113,"about_ca_topic_score_gemma":0.00078792195,"teacher_disagreement_score":0.0029606915,"about_ca_system_score_codex":0.0002841333,"about_ca_system_score_gemma":0.0002568771,"threshold_uncertainty_score":0.009904444},"labels":[],"label_agreement":null},{"id":"W4402696950","doi":"10.1016/j.conbuildmat.2024.138285","title":"Flexural behavior of digitally-fabricated Through-Tenon connections under bending moments","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hudbay Minerals (Canada)","funders":"","keywords":"Mortise and tenon; Flexural strength; Materials science; Structural engineering; Bending; Bending moment; Composite material; Three point flexural test; Engineering","score_opus":0.01369424416394481,"score_gpt":0.24643171221775886,"score_spread":0.23273746805381407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402696950","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989705,0.00003846756,0.00032555166,0.000003026057,0.0000046860255,0.0000033365923,0.00003760808,0.000015801697,0.0006010164],"genre_scores_gemma":[0.9984719,0.00003447557,0.0005018379,0.000003750897,0.0000010057779,0.000005106846,0.0000696678,0.0000055912133,0.00090674846],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998518,0.0000132421865,0.000010230486,0.00003587208,0.00006136886,0.00002740887],"domain_scores_gemma":[0.9996171,0.00006268833,0.00012514053,0.000069597416,0.00007736996,0.000048145546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023826305,0.00033464495,0.00010685384,0.00042822174,0.00017606527,0.00015478935,0.00029309132,0.00025768264,0.0020843728],"category_scores_gemma":[0.00046018176,0.0001643225,0.00010219435,0.0002837973,0.0004049288,0.00020744906,0.00018972826,0.0001461838,0.00022851148],"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":[0.00027510413,0.000067198154,0.005727613,0.00007094346,0.000015825837,0.00028344954,0.00029060696,0.0077308547,0.9755407,0.00026419846,0.00014091888,0.009592619],"study_design_scores_gemma":[0.00002580686,0.0025894565,0.12061902,0.000044079847,0.00004968353,0.00033021474,0.0006878687,0.024729472,0.8469383,0.0001282747,0.003813405,0.0000443679],"about_ca_topic_score_codex":0.0007545326,"about_ca_topic_score_gemma":0.002857454,"teacher_disagreement_score":0.0020843728,"about_ca_system_score_codex":0.00018747913,"about_ca_system_score_gemma":0.00012628682,"threshold_uncertainty_score":0.006972909},"labels":[],"label_agreement":null},{"id":"W4402899152","doi":"10.3390/designs8050095","title":"Open-Source Indoor Horizontal Grow Structure Designs","year":2024,"lang":"en","type":"article","venue":"Designs","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Open source; Computer science; Environmental science; Operating system","score_opus":0.024358803447764834,"score_gpt":0.24087426072594006,"score_spread":0.21651545727817523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402899152","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12820327,0.00024734315,0.76806694,0.00010897623,0.00008797451,0.0003490798,0.0009906284,0.0025173244,0.099428564],"genre_scores_gemma":[0.60315734,0.00023828706,0.35889876,0.000053742846,0.00002028871,0.0006752525,0.0013824331,0.00074235327,0.0348316],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99964106,0.00003719403,0.000012742394,0.000047718288,0.00021629423,0.000044968012],"domain_scores_gemma":[0.99958426,0.000082721795,0.00006892892,0.0000811852,0.00015703664,0.000025945603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037078175,0.00056590076,0.00030423948,0.0005188096,0.00022156464,0.00059714407,0.0010828607,0.0004942201,0.013125496],"category_scores_gemma":[0.0006439384,0.00028382192,0.00051338243,0.0003374757,0.0002662427,0.0004266068,0.00057622744,0.00045966177,0.0024179996],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022111264,0.00039405073,0.0039218767,0.00085204584,0.000054039578,0.00023817449,0.00021171459,0.46857905,0.12283041,0.03365512,0.00937973,0.3596627],"study_design_scores_gemma":[0.00018928223,0.0015815574,0.00581485,0.00010815949,0.00009719256,0.00039171186,0.0002314267,0.70513356,0.11092874,0.009722849,0.16570176,0.00009884409],"about_ca_topic_score_codex":0.0009289989,"about_ca_topic_score_gemma":0.0036799805,"teacher_disagreement_score":0.013125496,"about_ca_system_score_codex":0.0004693609,"about_ca_system_score_gemma":0.0006213131,"threshold_uncertainty_score":0.043909192},"labels":[],"label_agreement":null},{"id":"W4402978569","doi":"10.1109/ap-s/inc-usnc-ursi52054.2024.10686962","title":"Modeling of Generalized Space-Time Modulation-Engineered (GSTEM) Metamaterials","year":2024,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Metamaterial; Modulation (music); Computer science; Electronic engineering; Physics; Topology (electrical circuits); Engineering; Optics; Electrical engineering; Acoustics","score_opus":0.010126950787680295,"score_gpt":0.20294582130766323,"score_spread":0.19281887051998292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402978569","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14873716,0.0013730743,0.79940665,0.0014187993,0.00013603654,0.00004515811,0.00016418657,0.00021031228,0.048508633],"genre_scores_gemma":[0.91162956,0.0011921719,0.07562002,0.00018412944,0.000063167616,0.00009799813,0.00010450507,0.000078623045,0.011029843],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998845,0.00004127714,0.0000033764186,0.000012957795,0.000041574745,0.000016302345],"domain_scores_gemma":[0.9999286,0.000025298428,0.000016150436,0.00001116427,0.000012158698,0.0000066964894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025528372,0.00041043613,0.00034853283,0.000250477,0.00018124277,0.00050881616,0.00080662454,0.0008333959,0.00093020976],"category_scores_gemma":[0.000415142,0.00016691582,0.00031145444,0.00028069495,0.00074583705,0.00078674214,0.0004256376,0.00037223773,0.00016466553],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027677024,0.00001570344,0.00024395312,0.000060913124,0.000014447163,0.00011406592,0.000056926972,0.5987465,0.018305762,0.37647203,0.0006455167,0.0052965283],"study_design_scores_gemma":[0.0000039000274,0.000008634158,0.00010692508,0.0000050340313,0.0000017227457,0.000029778288,0.000012287925,0.9625586,0.0007951565,0.03546094,0.0010120986,0.0000048724914],"about_ca_topic_score_codex":0.001089553,"about_ca_topic_score_gemma":0.001275546,"teacher_disagreement_score":0.001089553,"about_ca_system_score_codex":0.00048717746,"about_ca_system_score_gemma":0.00031010955,"threshold_uncertainty_score":0.0035347342},"labels":[],"label_agreement":null},{"id":"W4402999311","doi":"10.1556/012.2024.04318","title":"Remarks on Soft Ball Packings in Dimensions 2 and 3","year":2024,"lang":"en","type":"article","venue":"Studia Scientiarum Mathematicarum Hungarica","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Mathematics; Ball (mathematics); Pure mathematics; Geometry","score_opus":0.005641077552741151,"score_gpt":0.2134959237527295,"score_spread":0.20785484619998834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402999311","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5590413,0.008878167,0.22515783,0.008452831,0.0013552223,0.00007471835,0.0007805734,0.00056475133,0.19569457],"genre_scores_gemma":[0.9645296,0.0019603996,0.02162477,0.001116066,0.0007694502,0.0000863669,0.00025009876,0.000114934606,0.009548368],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99949384,0.00012940775,0.00002165386,0.000088667264,0.00019279125,0.00007356203],"domain_scores_gemma":[0.99867624,0.0007113209,0.00020051743,0.00011063016,0.00011386209,0.00018745902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007102269,0.0007776968,0.00074429275,0.0015212948,0.001105624,0.0011695359,0.0007993086,0.0009116704,0.010320757],"category_scores_gemma":[0.0031203064,0.00026441627,0.0005612607,0.0006889333,0.0029086373,0.0021016083,0.0021160366,0.0012029691,0.0006866464],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008660862,0.000026049702,0.00091497926,0.00020804683,0.000015474865,0.00043280283,0.0004121783,0.014339845,0.0028686158,0.9676591,0.0037673889,0.009268929],"study_design_scores_gemma":[0.000023881554,0.00006315782,0.0018818857,0.000074367585,0.000009504519,0.00032770363,0.00026023661,0.031830125,0.0011783709,0.95753074,0.0067887753,0.00003133237],"about_ca_topic_score_codex":0.000981718,"about_ca_topic_score_gemma":0.00074309536,"teacher_disagreement_score":0.010320757,"about_ca_system_score_codex":0.0004277181,"about_ca_system_score_gemma":0.00019147512,"threshold_uncertainty_score":0.034526348},"labels":[],"label_agreement":null},{"id":"W4403707124","doi":"10.48550/arxiv.2409.11243","title":"A tale of two $q$-deformations : connecting dual polar spaces and weighted hypercubes","year":2024,"lang":"en","type":"preprint","venue":"arXiv (Cornell University)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Universities Space Research Association","keywords":"Dual (grammatical number); Hypercube; Polar; Mathematics; Combinatorics; Art; Physics; Literature; Astronomy","score_opus":0.02301191563558129,"score_gpt":0.16763240924713077,"score_spread":0.1446204936115495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403707124","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4028896,0.001753584,0.33621114,0.007430028,0.0014933636,0.000086662956,0.00023976277,0.0005744076,0.24932142],"genre_scores_gemma":[0.9093068,0.0007558361,0.062403034,0.0009572334,0.0002610528,0.000085625274,0.00011212933,0.00023196562,0.02588635],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99971527,0.000113133676,0.000008714894,0.00006123012,0.000052590676,0.000049040613],"domain_scores_gemma":[0.99971956,0.00006702076,0.000030404291,0.000074145886,0.000031278465,0.000077593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004676627,0.00038749125,0.00029076566,0.0007904755,0.0012901501,0.0020555945,0.00058352953,0.001226268,0.006758529],"category_scores_gemma":[0.0011604638,0.00028735856,0.0004484947,0.0004806556,0.0048907194,0.0045894417,0.002542707,0.0023071219,0.0007511084],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012564441,0.0000041755625,0.0000348133,0.0000058479354,9.083353e-7,0.000045737568,0.00010734005,0.00040622868,0.0006149359,0.9966102,0.00031213422,0.0018451228],"study_design_scores_gemma":[0.000005603888,0.000013765272,0.000068642694,0.00000890487,0.000001376268,0.000107128784,0.00020465013,0.002432814,0.00051204977,0.9918733,0.004763119,0.000008730343],"about_ca_topic_score_codex":0.00053000764,"about_ca_topic_score_gemma":0.00051636336,"teacher_disagreement_score":0.006758529,"about_ca_system_score_codex":0.00065104297,"about_ca_system_score_gemma":0.00029431528,"threshold_uncertainty_score":0.022609591},"labels":[],"label_agreement":null},{"id":"W4403975467","doi":"10.1016/j.soildyn.2024.109038","title":"Hysteretic behavior of a cross-laminated timber building incorporating different energy dissipators","year":2024,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Cross laminated timber; Structural engineering; Architectural engineering; Engineering; Civil engineering; Geotechnical engineering","score_opus":0.0036827243423861035,"score_gpt":0.20271595492367928,"score_spread":0.19903323058129319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403975467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982186,0.00001594889,0.0012336824,0.000006594615,0.0000032197784,0.000003946212,0.00002850291,0.00004375098,0.000445777],"genre_scores_gemma":[0.9992478,0.00001338909,0.0004666462,0.0000020308005,5.559004e-7,0.00000265435,0.000023991708,0.0000027424394,0.00024014429],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999336,0.000008390475,0.0000030741746,0.000011758179,0.000027222344,0.000015931362],"domain_scores_gemma":[0.9998914,0.00003018795,0.000015015664,0.000018833502,0.000025454572,0.00001898726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012011002,0.00024464415,0.00015993617,0.00024865245,0.00012962255,0.00016438299,0.0002430868,0.00026108997,0.0011440068],"category_scores_gemma":[0.00021769923,0.000107306165,0.00019008282,0.00013754443,0.00025242128,0.00010674039,0.00017697482,0.00013193034,0.00019742017],"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":[0.00030460127,0.00009974708,0.00937502,0.000114013535,0.00002620931,0.00050818955,0.00033428107,0.092050985,0.88233095,0.00020421071,0.00020260549,0.014449187],"study_design_scores_gemma":[0.000039371265,0.0021718487,0.123746455,0.00003428169,0.00006520827,0.0003408672,0.00069014524,0.4296016,0.44145697,0.00016405727,0.001627645,0.000061492734],"about_ca_topic_score_codex":0.0009917137,"about_ca_topic_score_gemma":0.0023337377,"teacher_disagreement_score":0.0011440068,"about_ca_system_score_codex":0.00015257865,"about_ca_system_score_gemma":0.000086448854,"threshold_uncertainty_score":0.0038271546},"labels":[],"label_agreement":null},{"id":"W4404740294","doi":"10.1115/1.4067287","title":"Optimizing Cable Wrapping Patterns to Neutralize Dynamic Impacts on Host Plate Structures for Space Applications","year":2024,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Structural Analysis and Optimization","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":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Host (biology); Space (punctuation); Structural engineering; Computer science; Engineering","score_opus":0.008265644280228435,"score_gpt":0.251026524500966,"score_spread":0.24276088022073758,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404740294","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8856083,0.00018817808,0.10612626,0.00005595078,0.00002346807,0.00003254908,0.0000660348,0.00019980778,0.007699395],"genre_scores_gemma":[0.98222244,0.00007330529,0.016807305,0.000005732298,0.000002877231,0.00001619867,0.000028767468,0.000030732877,0.00081257225],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999286,0.000013466797,0.0000031363586,0.000012629283,0.000023538556,0.000018693729],"domain_scores_gemma":[0.9998374,0.000038113547,0.000049862898,0.000025973193,0.00003440666,0.00001419268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013472362,0.00059399626,0.00023979793,0.00031233876,0.0001270864,0.000357406,0.00022108434,0.0002608464,0.001520054],"category_scores_gemma":[0.00049536023,0.00013869232,0.00015141368,0.00020188655,0.00024124362,0.0002876461,0.00024900996,0.00018999909,0.00040316547],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019847273,0.00014108603,0.0019217887,0.00021623402,0.000031671676,0.00022496996,0.000060996143,0.59859926,0.35537842,0.003186272,0.00050578505,0.039535142],"study_design_scores_gemma":[0.00003050751,0.0011777795,0.002847837,0.000033162425,0.000048450842,0.00014690014,0.00018192586,0.8078759,0.18383795,0.0011612909,0.0026320885,0.000026212732],"about_ca_topic_score_codex":0.00031951722,"about_ca_topic_score_gemma":0.00063949,"teacher_disagreement_score":0.001520054,"about_ca_system_score_codex":0.00015669163,"about_ca_system_score_gemma":0.00022067537,"threshold_uncertainty_score":0.0050851107},"labels":[],"label_agreement":null},{"id":"W4404798919","doi":"10.18280/mmep.111120","title":"Performance of Dynamic Energy Absorbers in Multi-storey Structures with Incorporating Soil Structure Interaction","year":2024,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil structure interaction; Energy (signal processing); Environmental science; Structural engineering; Materials science; Engineering; Physics; Finite element method","score_opus":0.010200757399704783,"score_gpt":0.19369375691730412,"score_spread":0.18349299951759934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404798919","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98221624,0.00011740103,0.013126499,0.00008176333,0.000017002283,0.000010159084,0.000030337635,0.00010667326,0.00429393],"genre_scores_gemma":[0.99738353,0.000034017045,0.0008649177,0.0000081913395,0.0000030651127,0.0000059629647,0.000016104166,0.00000773237,0.001676506],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998323,0.000035562978,0.000005577195,0.00003210764,0.000050084724,0.000044391785],"domain_scores_gemma":[0.9995153,0.0002598845,0.00006671757,0.00004014847,0.000081248996,0.00003667747],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032583973,0.00039140435,0.0005629795,0.0003085386,0.0004651423,0.000691939,0.00070547714,0.0011076845,0.0021466939],"category_scores_gemma":[0.00070766185,0.00023106873,0.0003701568,0.0003001493,0.0005744195,0.00063706917,0.00042979338,0.0003855792,0.00039500184],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012994268,0.0002635506,0.0019862289,0.00013520828,0.00006960543,0.00020540516,0.00012304011,0.85841155,0.12184466,0.0013270703,0.0003150402,0.014019256],"study_design_scores_gemma":[0.00003703953,0.0007643361,0.0022386373,0.000010429233,0.00004394272,0.00003113849,0.00009558439,0.9562216,0.039992105,0.00030297675,0.0002447322,0.00001749365],"about_ca_topic_score_codex":0.0021889128,"about_ca_topic_score_gemma":0.0017412233,"teacher_disagreement_score":0.0021889128,"about_ca_system_score_codex":0.00037038926,"about_ca_system_score_gemma":0.00024338478,"threshold_uncertainty_score":0.007181406},"labels":[],"label_agreement":null},{"id":"W4404995623","doi":"10.48550/arxiv.2411.18563","title":"Lower tails for triangles inside the critical window","year":2024,"lang":"en","type":"preprint","venue":"arXiv (Cornell University)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; National Science Foundation","keywords":"Window (computing); Mathematics; Combinatorics; Computer science; Operating system","score_opus":0.05085097240827115,"score_gpt":0.1858202585378563,"score_spread":0.13496928612958514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404995623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73974717,0.0028627454,0.22313987,0.003349467,0.00026826095,0.00008375959,0.0004929376,0.0010892265,0.02896659],"genre_scores_gemma":[0.9880751,0.0006659988,0.004862928,0.00034266763,0.00017909,0.00008694354,0.00031948907,0.00023632284,0.005231599],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994318,0.00013308843,0.000018369383,0.00016101674,0.00012250863,0.00013327348],"domain_scores_gemma":[0.99055314,0.0057194987,0.001465038,0.0007230503,0.000555762,0.000983519],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012994956,0.00059646665,0.00094851834,0.0019065102,0.00079899444,0.0017852265,0.0013447725,0.00096461514,0.009079317],"category_scores_gemma":[0.016105851,0.00041376904,0.0007699189,0.0006297211,0.0022308624,0.0036637888,0.001518704,0.0022978855,0.0007323414],"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":[0.00038451402,0.00013056511,0.0055138036,0.000264211,0.00007082946,0.0007152015,0.0006808437,0.058456305,0.010385123,0.9016443,0.007764657,0.013989652],"study_design_scores_gemma":[0.000055908793,0.000113365764,0.0031273288,0.00011585776,0.000041179923,0.00037066106,0.0002049313,0.51376486,0.0044328845,0.47454527,0.0031676544,0.000060133905],"about_ca_topic_score_codex":0.0018466619,"about_ca_topic_score_gemma":0.0012112926,"teacher_disagreement_score":0.009079317,"about_ca_system_score_codex":0.0014666163,"about_ca_system_score_gemma":0.0004569934,"threshold_uncertainty_score":0.030373335},"labels":[],"label_agreement":null},{"id":"W4405330075","doi":"10.1007/978-3-031-61535-1_22","title":"On the Geometry Effect on Double-Curvature Cable Domes","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Geometry; Curvature; Geology; Mathematics","score_opus":0.005374938340373315,"score_gpt":0.18641761630727008,"score_spread":0.18104267796689677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405330075","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63642913,0.004792574,0.15619098,0.00091805373,0.0006412329,0.00003986501,0.00050058565,0.0006609842,0.19982663],"genre_scores_gemma":[0.96142787,0.001507771,0.0040446515,0.00006780041,0.000069165486,0.0000063984908,0.00010223282,0.00026014607,0.03251408],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988353,0.00002960465,0.0000027173062,0.000025733747,0.000033536544,0.000024852112],"domain_scores_gemma":[0.99955386,0.00022631702,0.000041553347,0.00005904474,0.00007632765,0.00004274636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014753359,0.00056176004,0.00044617735,0.00047768353,0.0004617918,0.00087431143,0.00041468575,0.00057804683,0.0108311875],"category_scores_gemma":[0.0011824324,0.00027940053,0.0002819722,0.0004033339,0.0007086495,0.0009535044,0.00078656717,0.0004773588,0.0014238926],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010398307,0.00014568606,0.0027028115,0.0004313303,0.000038408027,0.0017771492,0.00045969815,0.35701895,0.2882849,0.24986576,0.011378674,0.086856805],"study_design_scores_gemma":[0.000099477315,0.00042294455,0.010890462,0.00011144224,0.00009693135,0.0020892443,0.0007751606,0.72300935,0.113440275,0.11200434,0.03691377,0.00014663483],"about_ca_topic_score_codex":0.0009701817,"about_ca_topic_score_gemma":0.0009846058,"teacher_disagreement_score":0.0108311875,"about_ca_system_score_codex":0.0003700991,"about_ca_system_score_gemma":0.00012813446,"threshold_uncertainty_score":0.036233902},"labels":[],"label_agreement":null},{"id":"W4405533162","doi":"10.3390/su162411111","title":"Enhancing Sustainability in Marine Structures: Nonlinear Energy Sink for Vibration Control of Eccentrically Stiffened Functionally Graded Panels Under Hydrodynamic Loads","year":2024,"lang":"en","type":"article","venue":"Sustainability","topic":"Structural 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":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Nonlinear system; Sustainability; Structural engineering; Vibration; Sink (geography); Engineering; Environmental science; Physics; Biology; Ecology; Geography; Acoustics","score_opus":0.0038061289279223893,"score_gpt":0.2167022831827697,"score_spread":0.21289615425484731,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405533162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.867887,0.00011228269,0.12828341,0.00004278271,0.000016814072,0.000017972838,0.000014884796,0.000046719342,0.0035780352],"genre_scores_gemma":[0.99551094,0.00003863625,0.0039661494,0.000005423873,0.0000011954116,0.0000055988853,0.000006332883,0.0000030423778,0.00046267058],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999714,0.0000053565886,0.0000012118833,0.0000058248343,0.0000111022,0.0000051074576],"domain_scores_gemma":[0.99995077,0.000015306685,0.000013071841,0.0000055040355,0.000009044787,0.0000061918604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010409664,0.0002482436,0.000117940566,0.00011201801,0.00010009731,0.00016409828,0.0001559819,0.00013200534,0.0006996742],"category_scores_gemma":[0.00015638907,0.000055170185,0.00013551212,0.000057298574,0.00022420891,0.00016491632,0.00022263403,0.00012705261,0.00009592122],"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":[0.00014537976,0.00013595283,0.002103219,0.00018773518,0.000018341629,0.00019568844,0.00011148843,0.21784756,0.72509295,0.002269568,0.00014799667,0.051744193],"study_design_scores_gemma":[0.000013560343,0.0007160897,0.004221693,0.00001666828,0.000018775036,0.00006715012,0.00007800894,0.86728835,0.12555617,0.0009903118,0.0010193092,0.000013901685],"about_ca_topic_score_codex":0.00027526732,"about_ca_topic_score_gemma":0.0005445412,"teacher_disagreement_score":0.0006996742,"about_ca_system_score_codex":0.00008536604,"about_ca_system_score_gemma":0.0000981606,"threshold_uncertainty_score":0.0023406148},"labels":[],"label_agreement":null},{"id":"W4405651313","doi":"10.1016/j.actaastro.2024.12.038","title":"Dynamical modeling of deployable electrodynamic tethers using geometric mechanics","year":2024,"lang":"en","type":"article","venue":"Acta Astronautica","topic":"Structural Analysis and Optimization","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":"York University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Classical mechanics; Aerospace engineering; Physics; Mechanics; Engineering","score_opus":0.008577322671086478,"score_gpt":0.21460405430417656,"score_spread":0.20602673163309007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405651313","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.044906415,0.00022006745,0.9457397,0.00014430298,0.00004168516,0.000037696525,0.0000714028,0.00015660803,0.008682162],"genre_scores_gemma":[0.9325848,0.00056381087,0.056106746,0.00006288244,0.000033709042,0.00013920447,0.00012378988,0.00006039847,0.010324583],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998888,0.000020781188,0.000005501648,0.000025207233,0.000046096815,0.000013574843],"domain_scores_gemma":[0.9999286,0.000017323913,0.000020912199,0.000010420596,0.000016693675,0.0000060637126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017179517,0.0005031262,0.00036068956,0.00040210824,0.00031871707,0.0006472298,0.00069845165,0.00067016814,0.0013481196],"category_scores_gemma":[0.0003097975,0.00022601396,0.00049652957,0.00020867944,0.0006350965,0.0008800623,0.0008867372,0.0004899033,0.00027839013],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008875985,0.0000123113505,0.0005546706,0.000026884769,0.000012025631,0.000114680726,0.00007281352,0.94186926,0.009201178,0.039783187,0.00021313806,0.008130844],"study_design_scores_gemma":[0.000001657318,0.000011066001,0.00013861086,0.00000258428,0.0000020398545,0.000018792245,0.000012996714,0.99558336,0.00036995602,0.0030449145,0.0008108199,0.0000032700214],"about_ca_topic_score_codex":0.0028388966,"about_ca_topic_score_gemma":0.0016434753,"teacher_disagreement_score":0.0028388966,"about_ca_system_score_codex":0.0004430736,"about_ca_system_score_gemma":0.00055273145,"threshold_uncertainty_score":0.0056447983},"labels":[],"label_agreement":null},{"id":"W4406036755","doi":"10.1142/s0219455426501476","title":"Design of Multiple Quasi-Zero Stiffness Isolators Based on a Shallow Arch","year":2025,"lang":"en","type":"article","venue":"International Journal of Structural Stability and Dynamics","topic":"Structural Analysis and Optimization","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":"Ministry of Education and Child Care","funders":"","keywords":"Arch; Zero (linguistics); Structural engineering; Stiffness; Geology; Engineering","score_opus":0.009763553939040511,"score_gpt":0.23372649864358086,"score_spread":0.22396294470454034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406036755","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5640471,0.00034957353,0.42713115,0.00011666734,0.0000753547,0.00010203515,0.0000653585,0.0005308275,0.0075818812],"genre_scores_gemma":[0.8906498,0.00011054006,0.10660857,0.000033945777,0.000013786555,0.000069171896,0.00004860635,0.00002318091,0.0024424219],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998659,0.000017872353,0.000008225168,0.000032518827,0.000055884062,0.000019556892],"domain_scores_gemma":[0.9997507,0.0000353951,0.000094223964,0.000028079943,0.00006061631,0.000030921245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019961737,0.00035850244,0.00028512077,0.00043682652,0.00032039903,0.0003620718,0.0007937205,0.00045924113,0.0011420241],"category_scores_gemma":[0.00020207067,0.00024814135,0.00028896326,0.00021273272,0.00039593663,0.0005026648,0.00043879534,0.0003374009,0.000459579],"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":[0.00025928504,0.00011383018,0.0020591873,0.0002986875,0.000046037323,0.00026383376,0.0002511852,0.020919472,0.9093546,0.008329952,0.00054401084,0.057559904],"study_design_scores_gemma":[0.0001733098,0.002956815,0.005598821,0.000063816486,0.00015110035,0.0007871995,0.00021872713,0.5108846,0.46504545,0.0021071695,0.01189907,0.00011391446],"about_ca_topic_score_codex":0.00026220258,"about_ca_topic_score_gemma":0.0007380054,"teacher_disagreement_score":0.0011420241,"about_ca_system_score_codex":0.00029710436,"about_ca_system_score_gemma":0.0004088723,"threshold_uncertainty_score":0.003820479},"labels":[],"label_agreement":null},{"id":"W4406183473","doi":"10.18280/acsm.480604","title":"Numerical and Experimental Analysis for Flexure Behavior of Pyramidal Core Sandwich Composite","year":2024,"lang":"fr","type":"article","venue":"Annales de Chimie Science des Matériaux","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Composite number; Materials science; Composite material; Core (optical fiber); Structural engineering; Sandwich-structured composite; Engineering","score_opus":0.03706050141914624,"score_gpt":0.31157363865044835,"score_spread":0.2745131372313021,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406183473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98591334,0.00011119372,0.009175263,0.000049812497,0.000015440128,0.000013281361,0.00016799409,0.00010100454,0.004452742],"genre_scores_gemma":[0.9944108,0.000042834377,0.004833285,0.0000062002064,0.0000018345017,0.000012237999,0.00005336145,0.0000072730395,0.00063213526],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998425,0.000015327567,0.000007649767,0.000029993009,0.0000775987,0.000026864544],"domain_scores_gemma":[0.99963486,0.00012989689,0.00007828598,0.000038045913,0.00009477067,0.000024166347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003520175,0.0003307961,0.00027484196,0.00058367307,0.00032185327,0.0002841742,0.00043916027,0.0006915415,0.0023377324],"category_scores_gemma":[0.0005010417,0.00017983602,0.000410552,0.0004757001,0.0004186488,0.00029006044,0.00021643734,0.00024499543,0.00018899216],"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":[0.00040264474,0.00023340635,0.0077868775,0.00034205467,0.00003617725,0.00076470466,0.000393747,0.61697257,0.35648078,0.002089777,0.00064949616,0.013847836],"study_design_scores_gemma":[0.000014283868,0.00032179206,0.0076407976,0.000017156048,0.000018137616,0.00009858144,0.00017229412,0.9495498,0.041424748,0.00031366397,0.00039655584,0.00003202761],"about_ca_topic_score_codex":0.0017886074,"about_ca_topic_score_gemma":0.0020238014,"teacher_disagreement_score":0.0023377324,"about_ca_system_score_codex":0.00024873472,"about_ca_system_score_gemma":0.00020049847,"threshold_uncertainty_score":0.007820487},"labels":[],"label_agreement":null},{"id":"W4406673687","doi":"10.1016/b978-0-08-043003-4.50103-0","title":"10.1016/b978-0-08-043003-4.50103-0","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Buckling; Aluminium; Structural engineering; Materials science; Composite material; Engineering","score_opus":0.0046663171110438205,"score_gpt":0.14389066466066994,"score_spread":0.13922434754962612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406673687","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00021348882,0.00034629166,0.0018054431,0.00029776717,0.00015677615,0.000045115845,0.0007640365,0.0012046272,0.9951663],"genre_scores_gemma":[0.00064437796,0.0002124938,0.0005779028,0.000094616036,0.000032314118,0.000030792005,0.00048418212,0.00030882214,0.9976145],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995566,0.00002813496,0.000027983902,0.00014820973,0.00016155,0.00007746694],"domain_scores_gemma":[0.99832696,0.00053584424,0.0001101037,0.00028294785,0.0003569092,0.0003872255],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00091775577,0.0019310612,0.0012555029,0.0019721931,0.0011926924,0.004539826,0.0028207465,0.003933499,0.9788083],"category_scores_gemma":[0.001642571,0.00080741505,0.00086234603,0.002240644,0.0010979155,0.004322512,0.0027049773,0.001918874,0.98921484],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013213528,0.00011086253,0.0003948474,0.00037349865,0.000018112056,0.000111262794,0.00008173945,0.00046196886,0.002622899,0.00851533,0.34586608,0.6413112],"study_design_scores_gemma":[0.000015787675,0.000038872302,0.0004051522,0.00017937555,0.0000074528484,0.0001582164,0.000061956845,0.00019047577,0.00039591824,0.001301477,0.99723357,0.000011786301],"about_ca_topic_score_codex":0.0033728199,"about_ca_topic_score_gemma":0.0028959697,"teacher_disagreement_score":0.021191716,"about_ca_system_score_codex":0.0009666184,"about_ca_system_score_gemma":0.00078308384,"threshold_uncertainty_score":0.030227304},"labels":[],"label_agreement":null},{"id":"W4406673897","doi":"10.1016/b978-0-08-043003-4.50125-x","title":"10.1016/b978-0-08-043003-4.50125-x","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Buckling; Stability (learning theory); Materials science; Structural engineering; Composite material; Computer science; Engineering","score_opus":0.0047545026973185266,"score_gpt":0.14429866618971604,"score_spread":0.1395441634923975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406673897","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00022770399,0.0004073013,0.0018433508,0.00031600907,0.0001548878,0.000045603727,0.0008769453,0.0013592365,0.99476904],"genre_scores_gemma":[0.00069197,0.00024967786,0.00064021663,0.00010620319,0.000035894904,0.00003600908,0.0005494178,0.0003414085,0.99734914],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99955183,0.000029680725,0.000029816334,0.00015124507,0.00015721166,0.00008029448],"domain_scores_gemma":[0.99832386,0.0005635708,0.00012352095,0.00028738054,0.00031548887,0.00038613513],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0009273191,0.0021062584,0.0013196876,0.001957302,0.001180806,0.004325017,0.0028552779,0.0039382046,0.9770785],"category_scores_gemma":[0.001766585,0.000807557,0.0008031685,0.0022836647,0.001062853,0.004745139,0.002759922,0.0019514126,0.98844635],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012608977,0.00011341031,0.00039967438,0.00040079714,0.000017766008,0.000107995016,0.000084901774,0.0004611328,0.0023508074,0.008994206,0.34701937,0.6399239],"study_design_scores_gemma":[0.000016548824,0.000042325777,0.0004715801,0.00019866954,0.000008178811,0.0001657001,0.000065734734,0.00019232716,0.00040226188,0.0015918523,0.9968321,0.000012907906],"about_ca_topic_score_codex":0.0031212529,"about_ca_topic_score_gemma":0.002866473,"teacher_disagreement_score":0.022921503,"about_ca_system_score_codex":0.00092201284,"about_ca_system_score_gemma":0.0007629239,"threshold_uncertainty_score":0.032694757},"labels":[],"label_agreement":null},{"id":"W4406674052","doi":"10.1016/b978-0-08-043003-4.50177-7","title":"10.1016/b978-0-08-043003-4.50177-7","year":2000,"lang":"en","type":"book-chapter","venue":"Time to knit","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Transverse shear; Transverse plane; Shear (geology); Coordinate system; Geology; Geometry; Physics; Mathematics; Structural engineering; Engineering","score_opus":0.004840641062956302,"score_gpt":0.14501392166293434,"score_spread":0.14017328059997802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406674052","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0002431195,0.00043683502,0.0020332166,0.00032882777,0.00017348691,0.000051459596,0.0009691188,0.0014522468,0.9943117],"genre_scores_gemma":[0.00071244565,0.000239276,0.0006510287,0.000103138686,0.000035983507,0.000036431218,0.0005961131,0.0003552051,0.9972703],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994863,0.000033380653,0.00003287981,0.00017000858,0.00018467674,0.0000926429],"domain_scores_gemma":[0.9981772,0.0006195635,0.00012978987,0.0003048476,0.0003776685,0.00039095175],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0009969063,0.0021257973,0.0014346301,0.0020333622,0.0012324895,0.004548816,0.0030123605,0.0040148096,0.97883576],"category_scores_gemma":[0.0017484482,0.0008466008,0.00090495317,0.00229578,0.0011279419,0.0045511294,0.0029261867,0.0020522166,0.98969567],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014325157,0.000114998336,0.00040761585,0.0004185013,0.000020426112,0.00011681085,0.0000804339,0.00051212707,0.0027713003,0.0083304085,0.32795382,0.65913045],"study_design_scores_gemma":[0.000018467448,0.00004754057,0.00045104916,0.00021476834,0.000009069971,0.0001841187,0.00006687756,0.00021842754,0.00048070218,0.0014892481,0.99680555,0.000014185448],"about_ca_topic_score_codex":0.0030571728,"about_ca_topic_score_gemma":0.0027254054,"teacher_disagreement_score":0.021164238,"about_ca_system_score_codex":0.0010078278,"about_ca_system_score_gemma":0.0008035398,"threshold_uncertainty_score":0.030188203},"labels":[],"label_agreement":null},{"id":"W4407091609","doi":"10.1016/j.tws.2025.113041","title":"A comparative study on the stability of double-curvature and conventional cable domes","year":2025,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Ministry of Higher Education, Egypt","keywords":"Curvature; Geology; Structural engineering; Stability (learning theory); Geometry; Engineering; Mathematics; Computer science","score_opus":0.023587509701654404,"score_gpt":0.2687130366633427,"score_spread":0.24512552696168827,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407091609","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97452205,0.00026853857,0.021856012,0.000024369132,0.00001337841,0.00002086449,0.00008726032,0.00013999843,0.0030675502],"genre_scores_gemma":[0.9899989,0.00010335427,0.008633456,0.0000042428505,0.000001985764,0.000010672405,0.00007680586,0.000032305077,0.0011382803],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997378,0.00002624148,0.000012826525,0.00004076697,0.00014203311,0.000040235955],"domain_scores_gemma":[0.99940443,0.00015427773,0.00008870526,0.00009388068,0.00020382012,0.000054787073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035415872,0.0004316017,0.00026737546,0.0007592016,0.00025603012,0.0004719585,0.000389722,0.00046152118,0.0012663068],"category_scores_gemma":[0.0007551389,0.00020558905,0.00038378887,0.00038555622,0.0003716782,0.0004336127,0.00029850382,0.00016652221,0.00020911187],"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":[0.0009187733,0.0002183504,0.032636043,0.0005652989,0.000100551435,0.001317491,0.00051292946,0.2219372,0.651179,0.0030131894,0.0010885177,0.08651258],"study_design_scores_gemma":[0.00009306362,0.0018423671,0.067636274,0.000068544025,0.00012819236,0.0015643022,0.000753341,0.5770721,0.34159097,0.000625632,0.008483441,0.00014184973],"about_ca_topic_score_codex":0.0009308649,"about_ca_topic_score_gemma":0.0019696166,"teacher_disagreement_score":0.0012663068,"about_ca_system_score_codex":0.00025546463,"about_ca_system_score_gemma":0.0002563772,"threshold_uncertainty_score":0.0042362213},"labels":[],"label_agreement":null},{"id":"W4407092642","doi":"10.1007/s42417-024-01715-3","title":"Stochastic Vibration Response of Multilayer FG-GPLRC Truncated Conical Shell Subjected to Moving Random Loads","year":2025,"lang":"en","type":"article","venue":"Journal of Vibration Engineering & Technologies","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Education and Child Care","funders":"Fundamental Research Funds for Central Universities of the Central South University; Natural Science Foundation of Hainan Province; National Natural Science Foundation of China","keywords":"Conical surface; Vibration; Shell (structure); Materials science; Structural engineering; Random vibration; Composite material; Acoustics; Physics; Engineering","score_opus":0.004793923098921545,"score_gpt":0.2114363251460499,"score_spread":0.20664240204712836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407092642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9585622,0.00007908608,0.03605872,0.00016884427,0.00003384643,0.000009491139,0.00010189486,0.00014321705,0.004842795],"genre_scores_gemma":[0.99825543,0.000014260635,0.00085937005,0.000012476339,0.0000025218708,0.000003475707,0.000030065326,0.000010000366,0.0008123846],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980444,0.000035525718,0.000006075311,0.000035333323,0.000061430255,0.000057251425],"domain_scores_gemma":[0.9996209,0.0001420719,0.00007374361,0.000031294145,0.000086916916,0.000045076376],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003301546,0.0003795133,0.00043432674,0.00020730533,0.00024630892,0.00041236705,0.00046969633,0.0010330254,0.0016753706],"category_scores_gemma":[0.0009168949,0.00019940981,0.00036813997,0.00019425742,0.0007116992,0.00038552683,0.00048420666,0.000328366,0.00018414416],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033933876,0.00004641293,0.0021303473,0.00005004431,0.000028251317,0.00039964475,0.00006565659,0.95840055,0.032065935,0.002444155,0.0003682202,0.003661521],"study_design_scores_gemma":[0.0000026497667,0.00003377,0.0013490833,0.0000028346362,0.0000034729562,0.000022760689,0.00002088447,0.9974159,0.00096928515,0.00014389027,0.000029269428,0.000006089789],"about_ca_topic_score_codex":0.0030329204,"about_ca_topic_score_gemma":0.0016596769,"teacher_disagreement_score":0.0030329204,"about_ca_system_score_codex":0.00036559333,"about_ca_system_score_gemma":0.00033061605,"threshold_uncertainty_score":0.0060305595},"labels":[],"label_agreement":null},{"id":"W4407314980","doi":"10.1139/tcsme-2024-0120","title":"Analysis of vibration characteristics and buckling behaviour of rotating fiber–graphene-reinforced composite pre-twisted shells","year":2025,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Buckling; Materials science; Vibration; Composite number; Structural engineering; Composite material; Graphene; Fiber; Engineering; Acoustics; Physics; Nanotechnology","score_opus":0.004444290434751296,"score_gpt":0.1921165812836369,"score_spread":0.1876722908488856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407314980","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98068386,0.00011388808,0.018313387,0.0000113464575,0.0000039195934,0.0000063815733,0.00004506756,0.00004578566,0.00077642157],"genre_scores_gemma":[0.99534047,0.000048281472,0.0041625206,0.0000031880606,8.127512e-7,0.0000048286934,0.0000339933,0.0000064882242,0.00039938343],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999205,0.000005685213,0.000002952703,0.000014235192,0.00004580493,0.000010852339],"domain_scores_gemma":[0.9998605,0.00005004203,0.000030675208,0.000015630858,0.000032765387,0.000010351307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000109100736,0.00023511832,0.00012614156,0.00040255545,0.00010976504,0.00009719109,0.00019006705,0.00023011497,0.0004342371],"category_scores_gemma":[0.00019200255,0.00008692259,0.00020010845,0.00016958771,0.00022753574,0.00019070695,0.0001417982,0.00016298704,0.00009187966],"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":[0.000069815316,0.00002342203,0.0017538461,0.000061860905,0.000006806664,0.00013150898,0.00007775853,0.01779151,0.9714869,0.00025875916,0.0000393679,0.008298441],"study_design_scores_gemma":[0.000006334851,0.00030244535,0.024555631,0.000012176185,0.000013765186,0.00023111176,0.00013611572,0.4795299,0.4942081,0.0003043904,0.0006644701,0.000035513935],"about_ca_topic_score_codex":0.00065252074,"about_ca_topic_score_gemma":0.00097645354,"teacher_disagreement_score":0.00065252074,"about_ca_system_score_codex":0.000125757,"about_ca_system_score_gemma":0.00010002356,"threshold_uncertainty_score":0.0014526844},"labels":[],"label_agreement":null},{"id":"W4407393619","doi":"10.1115/1.4067909","title":"Pattern Optimization to Minimize Dynamic Impacts of Wrapping Cables in Plate-Like Space Structures: Experimental Validation","year":2025,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Structural Analysis and Optimization","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":"Space (punctuation); Structural engineering; Computer science; Engineering","score_opus":0.004778550090128915,"score_gpt":0.2349520338257114,"score_spread":0.23017348373558247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407393619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98350304,0.00003853359,0.01496145,0.000018822895,0.000007417142,0.000016811955,0.000044141456,0.00007246261,0.001337426],"genre_scores_gemma":[0.9943914,0.000022407508,0.005158563,0.0000024144183,8.816355e-7,0.000013857666,0.000017005928,0.000010597962,0.0003828588],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998399,0.00003016769,0.000007583212,0.000024471066,0.00006733758,0.0000304956],"domain_scores_gemma":[0.9995359,0.00014280815,0.00012090474,0.00008785628,0.000082203565,0.000030315648],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028687567,0.00056274905,0.00023553745,0.00031957997,0.0001511193,0.00024028796,0.00032350988,0.00035385563,0.0009257438],"category_scores_gemma":[0.00063017226,0.00014281074,0.00015995478,0.00022303284,0.00037865434,0.0002597289,0.00029847934,0.00020638804,0.00016907639],"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":[0.00040790797,0.0004631975,0.0028412074,0.00023919443,0.000028642638,0.0003274944,0.00017720784,0.4534032,0.51314294,0.0017256953,0.00034194437,0.026901433],"study_design_scores_gemma":[0.00006204055,0.003462604,0.0043020146,0.00003111795,0.000029322264,0.00013183214,0.00018314221,0.52044183,0.46968588,0.0004701945,0.0011739476,0.000026059473],"about_ca_topic_score_codex":0.00040715854,"about_ca_topic_score_gemma":0.00057631504,"teacher_disagreement_score":0.0009257438,"about_ca_system_score_codex":0.00020266109,"about_ca_system_score_gemma":0.0002347821,"threshold_uncertainty_score":0.0030969381},"labels":[],"label_agreement":null},{"id":"W4407633851","doi":"10.1007/s11071-024-10754-0","title":"Dynamical modeling and response analysis of multi-folded beam structures with nonlinear joints","year":2025,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"National Natural Science Foundation of China","keywords":"Nonlinear system; Beam (structure); Response analysis; Structural engineering; Physics; Control theory (sociology); Computer science; Engineering; Control (management)","score_opus":0.006712440360841731,"score_gpt":0.23203451045538342,"score_spread":0.2253220700945417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407633851","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4368074,0.00035708753,0.5498707,0.00036073485,0.00006679514,0.000035941914,0.00007297319,0.00016709258,0.012261319],"genre_scores_gemma":[0.99092454,0.00007810813,0.0060821306,0.000025642086,0.000009817872,0.000022080167,0.00002263217,0.000017493472,0.0028177206],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989045,0.000038519876,0.0000034873744,0.000018193454,0.000032585252,0.000016794931],"domain_scores_gemma":[0.9998185,0.000068110974,0.000034952893,0.000023473065,0.000039852333,0.000015217627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029256282,0.00041677928,0.00046426101,0.00031687375,0.00027985935,0.0004341624,0.0005233984,0.0009384669,0.0012329457],"category_scores_gemma":[0.0006155206,0.00031109565,0.0004982684,0.00020603943,0.0006447211,0.000532139,0.0005698153,0.00034659676,0.00020820128],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029319028,0.000022295148,0.0003744629,0.000012556615,0.000014933621,0.00005567484,0.000034428416,0.9866961,0.007291885,0.0032519896,0.000073743606,0.0021427136],"study_design_scores_gemma":[0.000001102539,0.000006728021,0.00010416404,8.275942e-7,0.0000011718529,0.000003910101,0.0000052639944,0.9993506,0.00022075685,0.00027219774,0.00003180304,0.0000013785025],"about_ca_topic_score_codex":0.002138839,"about_ca_topic_score_gemma":0.0018066724,"teacher_disagreement_score":0.002138839,"about_ca_system_score_codex":0.00034973022,"about_ca_system_score_gemma":0.00032587297,"threshold_uncertainty_score":0.0042527914},"labels":[],"label_agreement":null},{"id":"W4408373012","doi":"10.1002/tal.70010","title":"Innovative Large‐Scale Prefabricated Onshore Lattice Wind Turbine Support Structures: Multiparameter Collaborative Optimization and Design Guidelines","year":2025,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Turbine; Marine engineering; Scale (ratio); Sea breeze; Engineering; Environmental science; Process engineering; Computer science; Industrial engineering; Mechanical engineering; Meteorology; Physics","score_opus":0.01725305909558506,"score_gpt":0.2585377843062601,"score_spread":0.24128472521067507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408373012","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13608445,0.00026445457,0.85310477,0.00016227477,0.000024410409,0.00015994506,0.000058570484,0.0001726039,0.00996853],"genre_scores_gemma":[0.8428219,0.00017556919,0.15462363,0.000020258918,0.00000831924,0.00023117456,0.000059193524,0.000034031033,0.0020259412],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99961853,0.00010565991,0.000013856881,0.000052914136,0.00016780992,0.000041239604],"domain_scores_gemma":[0.99971575,0.00008379265,0.00005382969,0.00003942886,0.000082714614,0.000024411669],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082798046,0.00061897177,0.0005048246,0.00058075116,0.00038161973,0.00073872774,0.0009563863,0.0008427279,0.0013257078],"category_scores_gemma":[0.0007965406,0.0003730811,0.00058267615,0.0003198061,0.00049592933,0.00064529467,0.00068099616,0.0005092696,0.00025727245],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016047788,0.000040654824,0.00063440343,0.000041910716,0.0000071170084,0.00006246924,0.000023422435,0.9772958,0.0059200926,0.0030487485,0.00014627971,0.012763003],"study_design_scores_gemma":[0.0000057842467,0.000085727,0.00024336929,0.0000073924234,0.0000049468586,0.000019222805,0.000025826317,0.9967276,0.0012286883,0.0009640223,0.0006817251,0.0000056842177],"about_ca_topic_score_codex":0.0014286769,"about_ca_topic_score_gemma":0.002533055,"teacher_disagreement_score":0.0014286769,"about_ca_system_score_codex":0.0004769103,"about_ca_system_score_gemma":0.000776684,"threshold_uncertainty_score":0.0044348836},"labels":[],"label_agreement":null},{"id":"W4408734349","doi":"10.2139/ssrn.5189949","title":"Controlled Morphing of Structures Using Smart Piezoelectric Patches Subject to Thermo-Electro-Mechanical Loading","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Morphing; Piezoelectricity; Smart material; Subject (documents); Materials science; Computer science; Structural engineering; Acoustics; Mechanical engineering; Engineering; Composite material; Physics; Artificial intelligence","score_opus":0.009626892649635798,"score_gpt":0.23402720172171854,"score_spread":0.22440030907208275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408734349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97836703,0.00014376413,0.016557323,0.000120726145,0.00006919489,0.000015572288,0.00003040317,0.000083706174,0.004612309],"genre_scores_gemma":[0.99614453,0.000064468455,0.0025300055,0.000019923837,0.000008204925,0.000008238405,0.000010881022,0.000022124563,0.0011916199],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99996483,0.0000031679406,0.0000012337108,0.00000906449,0.000010965001,0.000010831799],"domain_scores_gemma":[0.9999399,0.000017775325,0.000018517745,0.000012269938,0.000004271162,0.000007229433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057233312,0.0002036024,0.00021393406,0.000113580325,0.00012284513,0.00029742657,0.0002219867,0.00027644238,0.0019015372],"category_scores_gemma":[0.00015594384,0.0001731392,0.00013950313,0.00009147873,0.00044348533,0.00021465511,0.00032365395,0.00023441415,0.00014111407],"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":[0.00016608358,0.00007024968,0.0003614199,0.00009740802,0.000019673029,0.0001958952,0.000091502516,0.035447195,0.9499726,0.0030797562,0.00035799362,0.010140047],"study_design_scores_gemma":[0.00011856468,0.00059031456,0.004984199,0.000015531137,0.00002861532,0.00026298856,0.00010515174,0.5087261,0.48041886,0.0026102324,0.0021050735,0.00003438292],"about_ca_topic_score_codex":0.00016405995,"about_ca_topic_score_gemma":0.00033682113,"teacher_disagreement_score":0.0019015372,"about_ca_system_score_codex":0.00013090491,"about_ca_system_score_gemma":0.00009600386,"threshold_uncertainty_score":0.006361246},"labels":[],"label_agreement":null},{"id":"W4409190382","doi":"10.2139/ssrn.5206952","title":"Controlled Morphing of Structures Using Smart Piezoelectric Patches Subject to Thermo-Electro-Mechanical Loading","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Morphing; Piezoelectricity; Smart material; Materials science; Subject (documents); Structural engineering; Composite material; Mechanical engineering; Computer science; Engineering; Artificial intelligence","score_opus":0.009626892649635798,"score_gpt":0.23402720172171854,"score_spread":0.22440030907208275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409190382","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97836703,0.00014376413,0.016557323,0.000120726145,0.00006919489,0.000015572288,0.00003040317,0.000083706174,0.004612309],"genre_scores_gemma":[0.99614453,0.000064468455,0.0025300055,0.000019923837,0.000008204925,0.000008238405,0.000010881022,0.000022124563,0.0011916199],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99996483,0.0000031679406,0.0000012337108,0.00000906449,0.000010965001,0.000010831799],"domain_scores_gemma":[0.9999399,0.000017775325,0.000018517745,0.000012269938,0.000004271162,0.000007229433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000057233312,0.0002036024,0.00021393406,0.000113580325,0.00012284513,0.00029742657,0.0002219867,0.00027644238,0.0019015372],"category_scores_gemma":[0.00015594384,0.0001731392,0.00013950313,0.00009147873,0.00044348533,0.00021465511,0.00032365395,0.00023441415,0.00014111407],"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":[0.00016608358,0.00007024968,0.0003614199,0.00009740802,0.000019673029,0.0001958952,0.000091502516,0.035447195,0.9499726,0.0030797562,0.00035799362,0.010140047],"study_design_scores_gemma":[0.00011856468,0.00059031456,0.004984199,0.000015531137,0.00002861532,0.00026298856,0.00010515174,0.5087261,0.48041886,0.0026102324,0.0021050735,0.00003438292],"about_ca_topic_score_codex":0.00016405995,"about_ca_topic_score_gemma":0.00033682113,"teacher_disagreement_score":0.0019015372,"about_ca_system_score_codex":0.00013090491,"about_ca_system_score_gemma":0.00009600386,"threshold_uncertainty_score":0.006361246},"labels":[],"label_agreement":null},{"id":"W4409374656","doi":"10.1016/b978-0-443-23942-7.00018-8","title":"Stochastic stability of circular cylindrical shells","year":2025,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Stability (learning theory); Mechanics; Mathematics; Physics; Computer science","score_opus":0.009918412009332142,"score_gpt":0.20194178871948157,"score_spread":0.19202337671014943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409374656","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05216744,0.007597498,0.6477748,0.0024926139,0.0006594459,0.000033132805,0.00051779515,0.0004057312,0.28835163],"genre_scores_gemma":[0.7106765,0.007335388,0.036877573,0.00041948847,0.0008790373,0.00015808569,0.0008086615,0.00035510206,0.24249008],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998048,0.00004758417,0.000006520179,0.00002913968,0.000093179064,0.000018763176],"domain_scores_gemma":[0.9996499,0.0001764225,0.000047664722,0.000027854736,0.00007109891,0.000027003889],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003371647,0.0004956883,0.00050216843,0.00047679234,0.0002491116,0.0010394477,0.0004918925,0.00059443124,0.0045813126],"category_scores_gemma":[0.0014919534,0.00028672503,0.00043286104,0.00049661193,0.0009058223,0.00043635414,0.00083143194,0.00064550585,0.0008082946],"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":[0.000036628608,0.000016854872,0.00029962262,0.000089282585,0.000026038702,0.00005895262,0.0000820458,0.25443336,0.0035389627,0.6931006,0.0141083235,0.03420938],"study_design_scores_gemma":[0.000006895955,0.000016804805,0.0005718993,0.000033182157,0.000005217347,0.00005690541,0.000027564594,0.53664625,0.0004793571,0.4480073,0.014131979,0.000016678292],"about_ca_topic_score_codex":0.002174184,"about_ca_topic_score_gemma":0.0012135757,"teacher_disagreement_score":0.0045813126,"about_ca_system_score_codex":0.0006830003,"about_ca_system_score_gemma":0.000465229,"threshold_uncertainty_score":0.0153259635},"labels":[],"label_agreement":null},{"id":"W4409799912","doi":"10.11159/icgre25.206","title":"Seismic Behavior of Rammed Earth Walls Under Saturated and Dry Conditions","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rammed earth; Geotechnical engineering; Earth (classical element); Geology; Environmental science; Mathematics","score_opus":0.0035055222924737324,"score_gpt":0.18262518483981646,"score_spread":0.17911966254734274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989796,0.00001895342,0.0005056058,0.000009099416,0.0000024578137,0.0000019401102,0.000047101763,0.000014753986,0.00042039657],"genre_scores_gemma":[0.9994584,0.000022991,0.00020512733,0.0000058970645,0.0000010771641,0.0000022682239,0.00008751598,0.0000035442215,0.0002133068],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999269,0.000010877516,0.000004457844,0.0000146962675,0.000016818338,0.000026219126],"domain_scores_gemma":[0.999877,0.00004338421,0.000019823321,0.000016602715,0.000015438152,0.00002768229],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013893812,0.00026460795,0.00032486327,0.00036077556,0.00016165536,0.0004178406,0.0003046984,0.00042795806,0.00085695664],"category_scores_gemma":[0.0005907802,0.00019774026,0.00021046745,0.00027657396,0.0005611986,0.00034390143,0.00048017045,0.00026353792,0.00013749642],"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":[0.0016232631,0.0002157727,0.04636372,0.00018745245,0.00015261315,0.001886579,0.00062260486,0.5767798,0.3551108,0.0011109426,0.0004126753,0.015533749],"study_design_scores_gemma":[0.00011936817,0.00085807615,0.12126122,0.000046694586,0.00006987402,0.00030403576,0.0014938043,0.80264306,0.07136419,0.0008056972,0.00093630847,0.000097685865],"about_ca_topic_score_codex":0.0018682717,"about_ca_topic_score_gemma":0.0024060213,"teacher_disagreement_score":0.0018682717,"about_ca_system_score_codex":0.00014813169,"about_ca_system_score_gemma":0.00015792417,"threshold_uncertainty_score":0.0037147403},"labels":[],"label_agreement":null},{"id":"W4410695396","doi":"10.21203/rs.3.rs-5423769/v1","title":"Dynamic Beam-Stabilized, Additive-Printed Flexible Antenna Arrays with On-Chip Rapid Insight Generation","year":2025,"lang":"en","type":"preprint","venue":"Research Square","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Chip; Antenna (radio); Beam (structure); Materials science; Electronic engineering; Computer science; Engineering; Electrical engineering; Physics; Optics","score_opus":0.03531964805729979,"score_gpt":0.3122633480882394,"score_spread":0.2769437000309396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410695396","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25599596,0.00024962224,0.7219641,0.00027165527,0.00015212997,0.0000465688,0.00020041135,0.0016718666,0.01944755],"genre_scores_gemma":[0.85855484,0.00009776887,0.13604644,0.00008633514,0.000026431815,0.0000559009,0.00010722972,0.00010869265,0.0049164067],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973947,0.000026555508,0.000005204716,0.000043283242,0.00014841379,0.000037076352],"domain_scores_gemma":[0.9997501,0.0000682657,0.000049295955,0.000069514135,0.000043617565,0.00001922658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015764101,0.00047048207,0.00035224075,0.00017605469,0.00011869863,0.00056579453,0.00077657856,0.0005789116,0.001963495],"category_scores_gemma":[0.0003410753,0.00027930705,0.00033014204,0.00030496143,0.00029653555,0.00045972667,0.00074277824,0.00045254573,0.00066429155],"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":[0.0003236511,0.00010675283,0.0005519648,0.00012005497,0.00006829647,0.00015608815,0.00008598987,0.16179745,0.76298934,0.0107933665,0.0014414368,0.06156559],"study_design_scores_gemma":[0.00004629608,0.00029691154,0.0006662921,0.000007943193,0.000027126536,0.00013514732,0.000023360328,0.69579643,0.29779112,0.0019375049,0.0032316626,0.00004014781],"about_ca_topic_score_codex":0.00019188177,"about_ca_topic_score_gemma":0.00049976935,"teacher_disagreement_score":0.001963495,"about_ca_system_score_codex":0.0003070965,"about_ca_system_score_gemma":0.00019844742,"threshold_uncertainty_score":0.006568551},"labels":[],"label_agreement":null},{"id":"W4411196479","doi":"10.1016/j.compstruct.2025.119332","title":"3D printed bistable composite lattice shells with tailorable coiled geometries","year":2025,"lang":"en","type":"article","venue":"Composite Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Alberta Innovates","keywords":"Bistability; Composite number; Materials science; Lattice (music); 3d printed; Composite material; 3D printing; Structural engineering; Optoelectronics; Engineering; Physics; Biomedical engineering; Acoustics","score_opus":0.004243664655287863,"score_gpt":0.20171851894935777,"score_spread":0.1974748542940699,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411196479","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7880264,0.00017911114,0.20172584,0.000050503175,0.0000482734,0.00003547241,0.00019755021,0.0009440533,0.008792766],"genre_scores_gemma":[0.9137482,0.00007437125,0.084166944,0.000012459053,0.0000030940982,0.000027413982,0.00009358024,0.000059825874,0.0018142],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994814,0.000004614246,0.0000028051345,0.000009331554,0.000026714337,0.00000839934],"domain_scores_gemma":[0.9998591,0.00004346937,0.000040905736,0.000026327842,0.000016410528,0.00001376998],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008061986,0.00025611703,0.00011690196,0.00018998206,0.00009788195,0.00030723563,0.00021023079,0.00026922772,0.0011957085],"category_scores_gemma":[0.0002328009,0.00018203081,0.00019475054,0.0001058123,0.00021701408,0.0002162816,0.00023821532,0.00018373517,0.0003558487],"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":[0.0000624782,0.00003250846,0.00084709865,0.00010609055,0.000012312711,0.0002829556,0.00005956767,0.11835471,0.8577534,0.0032627166,0.00029815195,0.018928032],"study_design_scores_gemma":[0.000017848832,0.00026009246,0.0022480069,0.000012301379,0.0000132282485,0.00040757164,0.000037902697,0.43804008,0.5524465,0.0007770704,0.005703154,0.000036337795],"about_ca_topic_score_codex":0.00023727665,"about_ca_topic_score_gemma":0.0010200507,"teacher_disagreement_score":0.0011957085,"about_ca_system_score_codex":0.00017517057,"about_ca_system_score_gemma":0.00017148438,"threshold_uncertainty_score":0.004000008},"labels":[],"label_agreement":null},{"id":"W4411656554","doi":"10.51847/krcprfl9pj","title":"10.51847/kRCPRfl9Pj","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Structural engineering; Geology; Engineering; Geotechnical engineering; Architectural engineering","score_opus":0.0027944037984561367,"score_gpt":0.14278022117189912,"score_spread":0.13998581737344298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411656554","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0027505723,0.00071448385,0.0066353776,0.0011147351,0.0007264686,0.00015889136,0.0021247643,0.003296806,0.98247784],"genre_scores_gemma":[0.008405189,0.00036524213,0.0022066056,0.00033098835,0.00008954237,0.00007124196,0.0012987315,0.0003912623,0.9868412],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99974364,0.000020426636,0.000017543089,0.00008368534,0.00008099498,0.000053682208],"domain_scores_gemma":[0.99951243,0.00009775492,0.0000408338,0.00011153874,0.00014850254,0.00008895417],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00042085035,0.0015913259,0.00058331713,0.0016451887,0.0007619072,0.0018395818,0.001214966,0.002988875,0.94132],"category_scores_gemma":[0.00085270155,0.00050600566,0.00038751194,0.0017173404,0.0007091384,0.0016125084,0.0012398284,0.0011267756,0.9581603],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031046537,0.0002761868,0.0007369668,0.0004920948,0.000021432776,0.00045426466,0.0000863703,0.0010732953,0.0059325728,0.0071568955,0.3077785,0.67568094],"study_design_scores_gemma":[0.00009408829,0.0000826151,0.0011233354,0.00022249205,0.000015767082,0.00068063504,0.00010953076,0.0017721154,0.0020245626,0.0016940513,0.9921523,0.000028572887],"about_ca_topic_score_codex":0.0040068515,"about_ca_topic_score_gemma":0.0029655588,"teacher_disagreement_score":0.058679998,"about_ca_system_score_codex":0.0006493203,"about_ca_system_score_gemma":0.00044380166,"threshold_uncertainty_score":0.08369988},"labels":[],"label_agreement":null},{"id":"W4411658543","doi":"10.51847/hpksks12qb","title":"10.51847/hPKskS12qb","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Structural engineering; Nonlinear system; Frame (networking); Flexural strength; Steel frame; Engineering; Mechanical engineering; Physics","score_opus":0.0029049242354103194,"score_gpt":0.14423973858373723,"score_spread":0.1413348143483269,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411658543","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0028948605,0.00052786514,0.019612154,0.0011399765,0.0008714121,0.00012671143,0.004630003,0.007280035,0.962917],"genre_scores_gemma":[0.012006238,0.0003132119,0.005811787,0.00027805776,0.000114859744,0.000075394055,0.0026073176,0.0007979465,0.9779952],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998368,0.000012195089,0.000008049722,0.000041407366,0.000071150396,0.000030363812],"domain_scores_gemma":[0.99959666,0.000069125745,0.00002203796,0.00010699873,0.00013491213,0.00007025183],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00030708362,0.000878717,0.0004739824,0.001523069,0.0005711028,0.0014061641,0.0008834195,0.001615352,0.90687203],"category_scores_gemma":[0.0007645342,0.00037369784,0.0003201276,0.0014884057,0.0005274133,0.001213106,0.0011923034,0.00079545355,0.8856813],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017993127,0.00013997636,0.0006521114,0.00028583454,0.00002061684,0.00013354777,0.00004723308,0.0017424343,0.004487812,0.013076554,0.37830096,0.600933],"study_design_scores_gemma":[0.000049617356,0.000043039825,0.0009235281,0.000083779654,0.000010031574,0.000214241,0.00005653762,0.0034617991,0.0023190805,0.003912851,0.98890895,0.000016497523],"about_ca_topic_score_codex":0.005456389,"about_ca_topic_score_gemma":0.004297827,"teacher_disagreement_score":0.093127966,"about_ca_system_score_codex":0.0006022089,"about_ca_system_score_gemma":0.00044630963,"threshold_uncertainty_score":0.13283569},"labels":[],"label_agreement":null},{"id":"W4412095137","doi":"10.18280/jesa.580514","title":"Designing the Best Column for a Truss Structure That Can High Resist under the Influence of Different Loads","year":2025,"lang":"en","type":"article","venue":"Journal Européen des Systèmes Automatisés","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Resist; Truss; Column (typography); Structural engineering; Computer science; Materials science; Engineering; Composite material","score_opus":0.011070884793555176,"score_gpt":0.22643098212853688,"score_spread":0.2153600973349817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412095137","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4713024,0.0004568393,0.5047188,0.00030380837,0.000063497275,0.00015145958,0.00028259886,0.00074020604,0.021980438],"genre_scores_gemma":[0.84180254,0.0002939104,0.15295047,0.00005313694,0.000008604893,0.000106933425,0.00020902614,0.00010110187,0.0044742036],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999105,0.000014063103,0.0000030401063,0.00001694625,0.000034384444,0.00002108858],"domain_scores_gemma":[0.9998832,0.0000160186,0.00002689286,0.000017823199,0.000039415467,0.000016535692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001367613,0.00055016385,0.00033515357,0.0006046586,0.00042941392,0.00057856523,0.00056151807,0.00065764016,0.0027035808],"category_scores_gemma":[0.00031238075,0.00032204634,0.00029380867,0.00025011378,0.0003913422,0.0004489851,0.0002782882,0.000248492,0.0009980334],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011120634,0.00019484534,0.006692232,0.00051802606,0.0000684515,0.0002771805,0.00021971136,0.5977814,0.28249118,0.008306799,0.00255347,0.10078547],"study_design_scores_gemma":[0.000035719717,0.0006609047,0.0053527104,0.00008092281,0.00008674451,0.00028017498,0.00039694502,0.9247143,0.053081956,0.0025583021,0.012695338,0.000055988734],"about_ca_topic_score_codex":0.0036337124,"about_ca_topic_score_gemma":0.0111384615,"teacher_disagreement_score":0.0036337124,"about_ca_system_score_codex":0.00027909302,"about_ca_system_score_gemma":0.0010379787,"threshold_uncertainty_score":0.009044349},"labels":[],"label_agreement":null},{"id":"W4412402131","doi":"10.55016/ojs/cdm.v10i2.62228","title":"On universally rigid frameworks on the line","year":2016,"lang":"en","type":"article","venue":"Contributions to Discrete Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"European Social Fund; Hungarian Scientific Research Fund; Agence Nationale de la Recherche","keywords":"Mathematics; Combinatorics; Line (geometry); Geometry","score_opus":0.006291910177358452,"score_gpt":0.22915617334711572,"score_spread":0.22286426316975727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412402131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49133134,0.001224368,0.39496282,0.0015534054,0.00014570761,0.000090987094,0.0008158679,0.00063750235,0.10923791],"genre_scores_gemma":[0.95145404,0.00044457885,0.041243635,0.00029718375,0.00009481603,0.00009404516,0.0005052736,0.00014884783,0.005717558],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9978648,0.0005501503,0.000092051116,0.0005470374,0.00045167078,0.0004942584],"domain_scores_gemma":[0.99816304,0.0005294143,0.00031315375,0.00042522515,0.00021225812,0.00035684445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011888128,0.00071325205,0.000777927,0.001441735,0.002318221,0.0019919854,0.0012141909,0.0018857394,0.0069212783],"category_scores_gemma":[0.0035382528,0.00046995992,0.0010434048,0.0011667513,0.004615043,0.0040195086,0.0038080106,0.001886804,0.0007731627],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012626071,0.0000068795007,0.00010527393,0.000013545448,0.0000040486566,0.000037604183,0.00007959606,0.0045595895,0.0004331436,0.992968,0.0002837483,0.0014958241],"study_design_scores_gemma":[0.000009956209,0.00001833873,0.00025197235,0.000020967049,0.0000057463963,0.00006261599,0.00012425071,0.016459841,0.00021349547,0.9798196,0.0029909404,0.000022260998],"about_ca_topic_score_codex":0.0028440794,"about_ca_topic_score_gemma":0.002379451,"teacher_disagreement_score":0.0069212783,"about_ca_system_score_codex":0.001266372,"about_ca_system_score_gemma":0.00060227636,"threshold_uncertainty_score":0.02315402},"labels":[],"label_agreement":null},{"id":"W4412673711","doi":"10.1145/3731181","title":"Designing 3D Anisotropic Frame Fields with Odeco Tensors","year":2025,"lang":"en","type":"article","venue":"ACM Transactions on Graphics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Science Foundation","keywords":"Anisotropy; Frame (networking); Computer science; Computer graphics (images); Tensor (intrinsic definition); Geometry; Computer vision; Classical mechanics; Physics; Mathematics; Optics","score_opus":0.007681971649988639,"score_gpt":0.20709912879632617,"score_spread":0.19941715714633754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412673711","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006507625,0.000055448883,0.9904801,0.00006945078,0.000042024196,0.000035798646,0.000042321415,0.00023936504,0.0025279492],"genre_scores_gemma":[0.1394258,0.00026018923,0.85490865,0.00010864677,0.00004431427,0.00018492827,0.00020534334,0.0004013042,0.004460875],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99973005,0.000046638743,0.000012292824,0.000041367388,0.00014601856,0.00002363336],"domain_scores_gemma":[0.99971455,0.00008318568,0.000048956656,0.000050121642,0.0000751626,0.000027994118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005599916,0.0008088216,0.0004926717,0.00080103375,0.00041600087,0.0009697944,0.0007492772,0.0006630679,0.00264257],"category_scores_gemma":[0.001239087,0.00046639392,0.0006419735,0.00051345874,0.00069057895,0.0011010488,0.0010762824,0.0008145564,0.001022041],"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":[0.000100481404,0.00010117392,0.0011250443,0.00029334446,0.000037412687,0.00020229981,0.000407163,0.45703417,0.12594214,0.20073384,0.0066776294,0.20734529],"study_design_scores_gemma":[0.000020446723,0.00007536359,0.00014325042,0.00003176112,0.0000115649555,0.0001299205,0.000076187476,0.9304681,0.018198617,0.024858573,0.0259565,0.000029770727],"about_ca_topic_score_codex":0.0010085261,"about_ca_topic_score_gemma":0.0019863453,"teacher_disagreement_score":0.00264257,"about_ca_system_score_codex":0.00051744457,"about_ca_system_score_gemma":0.0007031648,"threshold_uncertainty_score":0.008840263},"labels":[],"label_agreement":null},{"id":"W4412754746","doi":"10.11159/iccste25.197","title":"Sustainability, Economy, Efficiency: Parametric Design of Prestressed Slabs for Housing","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Sustainability; Parametric statistics; Environmental science; Mathematics","score_opus":0.01172221451270295,"score_gpt":0.224735157517617,"score_spread":0.21301294300491405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754746","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3406472,0.00027524683,0.64645344,0.00009688859,0.000014513323,0.00013627032,0.00007996988,0.0001618474,0.012134657],"genre_scores_gemma":[0.9627998,0.000115499155,0.03547349,0.000006503761,0.0000037514517,0.000090666865,0.000031704494,0.000022975915,0.001455557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960047,0.0002001754,0.000009739069,0.000029831268,0.000113786526,0.000045981804],"domain_scores_gemma":[0.9996766,0.00017203417,0.0000554731,0.0000351458,0.000046096353,0.0000146698085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008012746,0.00049284805,0.00031649182,0.0003893757,0.00020007775,0.0005969762,0.0006676325,0.00044403336,0.0021239482],"category_scores_gemma":[0.001418052,0.00031677197,0.00039909093,0.00026601538,0.00046682404,0.0003457542,0.00052823336,0.00037482634,0.00019821254],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000342957,0.00003070657,0.0005525457,0.0000286551,0.000007385055,0.000032933414,0.000029951634,0.9813818,0.0038055344,0.002565213,0.00006122452,0.011469762],"study_design_scores_gemma":[0.000004920797,0.00014781284,0.0006382662,0.0000061851906,0.0000066594,0.000019707362,0.000029954144,0.99598,0.001220822,0.0013896972,0.0005503461,0.000005594796],"about_ca_topic_score_codex":0.001833127,"about_ca_topic_score_gemma":0.0025087544,"teacher_disagreement_score":0.0021239482,"about_ca_system_score_codex":0.00038585055,"about_ca_system_score_gemma":0.00059833564,"threshold_uncertainty_score":0.0071053505},"labels":[],"label_agreement":null},{"id":"W4413186341","doi":"10.55016/ojs/cdm.v7i2.62052","title":"Some rigid moieties of homogeneous graphs","year":2012,"lang":"en","type":"article","venue":"Contributions to Discrete Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Homogeneous; Combinatorics; Mathematics","score_opus":0.00712342329979698,"score_gpt":0.23514631941352018,"score_spread":0.2280228961137232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413186341","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83330286,0.00030004804,0.075198136,0.0004689561,0.00007548385,0.000075262455,0.00038167916,0.00035140378,0.08984622],"genre_scores_gemma":[0.9793935,0.00017393097,0.0072637657,0.000119834236,0.00006547028,0.000043529002,0.00026925522,0.00008165893,0.012589092],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99956447,0.00007402926,0.000026863783,0.0001307106,0.00010014315,0.00010383441],"domain_scores_gemma":[0.9994105,0.00010644218,0.00014791485,0.00015529813,0.000044451503,0.00013532315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030193877,0.0003523321,0.00032994128,0.00097607647,0.0011019827,0.0012541721,0.000551216,0.0005020502,0.009243613],"category_scores_gemma":[0.0010491182,0.00032499278,0.0006476081,0.00052057556,0.0016765137,0.0024008343,0.002282345,0.0010927058,0.0011576539],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006674603,0.000024326102,0.00043299908,0.0000311573,0.000010156124,0.00025350097,0.00052165025,0.0013572087,0.007293107,0.9846889,0.0004976594,0.004822486],"study_design_scores_gemma":[0.000046455814,0.00018115221,0.0026617928,0.000034687477,0.000045405293,0.00044875432,0.00066649774,0.014434949,0.010560763,0.9555562,0.015323302,0.00004002458],"about_ca_topic_score_codex":0.00067453727,"about_ca_topic_score_gemma":0.00059668015,"teacher_disagreement_score":0.009243613,"about_ca_system_score_codex":0.0006694528,"about_ca_system_score_gemma":0.00020983987,"threshold_uncertainty_score":0.03092295},"labels":[],"label_agreement":null},{"id":"W4413186794","doi":"10.55016/ojs/cdm.v5i1.62761","title":"On the universal rigidity of generic bar frameworks","year":2010,"lang":"en","type":"article","venue":"Contributions to Discrete Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rigidity (electromagnetism); Mathematics; Bar (unit); Combinatorics; Geometry; Structural engineering; Physics; Engineering","score_opus":0.006001362911046983,"score_gpt":0.22400737233743345,"score_spread":0.21800600942638648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413186794","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.470354,0.003828654,0.3836143,0.0017490648,0.00025324532,0.000094260846,0.00075461017,0.00055476127,0.13879715],"genre_scores_gemma":[0.9684552,0.000999596,0.025270093,0.00024366444,0.0001928039,0.000069600035,0.00033943745,0.00007419505,0.0043553845],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99756026,0.00063651457,0.00013790178,0.0006121698,0.00046857298,0.00058461126],"domain_scores_gemma":[0.99512357,0.0022288898,0.00089938997,0.0006792766,0.00035792717,0.00071099174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002608482,0.0007835956,0.0011881855,0.002701116,0.0029838856,0.0020311263,0.001591929,0.0018045977,0.007186827],"category_scores_gemma":[0.008425158,0.00078322715,0.0013197033,0.001816076,0.0064396826,0.0048225233,0.0053750356,0.0018631127,0.00063096825],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044428332,0.000011224546,0.00041812134,0.00006906243,0.000014870249,0.00007664911,0.00017590274,0.010211722,0.00054388365,0.98284733,0.0005269185,0.0050599175],"study_design_scores_gemma":[0.0000155251,0.00006496166,0.00093166466,0.00007503858,0.000019268047,0.00019555102,0.00019666419,0.019887194,0.00043693965,0.9743815,0.003757872,0.00003786832],"about_ca_topic_score_codex":0.0017362674,"about_ca_topic_score_gemma":0.0017372145,"teacher_disagreement_score":0.007186827,"about_ca_system_score_codex":0.0014831482,"about_ca_system_score_gemma":0.00061396294,"threshold_uncertainty_score":0.024042368},"labels":[],"label_agreement":null},{"id":"W4413186803","doi":"10.55016/ojs/cdm.v5i1.61893","title":"Unavoidable arrays","year":2010,"lang":"en","type":"article","venue":"Contributions to Discrete Mathematics","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Mathematics; Combinatorics","score_opus":0.004529183765111108,"score_gpt":0.2323996767364395,"score_spread":0.2278704929713284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413186803","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24651451,0.00080697314,0.6699352,0.000787029,0.00052624673,0.0001024365,0.0012760501,0.0011681608,0.07888341],"genre_scores_gemma":[0.81675,0.00059228897,0.15368235,0.00055303314,0.00032807933,0.00022326877,0.0010445233,0.00038913317,0.026437294],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99788374,0.00034083592,0.000194988,0.0006295554,0.0005602477,0.00039064433],"domain_scores_gemma":[0.9937471,0.0026262153,0.001009118,0.0014881581,0.0008447251,0.0002846363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069068104,0.00048622134,0.00050345674,0.00064560986,0.0015603215,0.001751391,0.0014030413,0.0008083335,0.010095566],"category_scores_gemma":[0.005475415,0.00038524024,0.00064116245,0.00117798,0.0020835507,0.0035350213,0.0019717051,0.0013650995,0.001177229],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020374132,0.000039291102,0.00244194,0.00029212498,0.000043041447,0.0004909002,0.0005522883,0.011880733,0.016454872,0.91205364,0.005443088,0.050104354],"study_design_scores_gemma":[0.000029360599,0.00017799012,0.0014116635,0.00006507352,0.000040135656,0.0013047338,0.0005481697,0.033570766,0.019695306,0.86817807,0.07490799,0.00007064277],"about_ca_topic_score_codex":0.0004260819,"about_ca_topic_score_gemma":0.00073408964,"teacher_disagreement_score":0.010095566,"about_ca_system_score_codex":0.00057341356,"about_ca_system_score_gemma":0.0006271561,"threshold_uncertainty_score":0.033773005},"labels":[],"label_agreement":null},{"id":"W4413391884","doi":"10.1115/omae2025-157079","title":"Influence of Geometrical Characteristics of Cylindrical Floater on the Dynamic Responses of Floating Solar Platforms Under Irregular Waves","year":2025,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council; Tezpur University; Queen's University; Queen's University Belfast","keywords":"Acoustics; Aerospace engineering; Physics; Computer science; Materials science; Engineering","score_opus":0.007384915292930747,"score_gpt":0.22111955977736664,"score_spread":0.21373464448443588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413391884","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99720275,0.000021098629,0.0022858074,0.000009355954,0.000005257161,0.000005268705,0.000020348003,0.000015953507,0.00043416215],"genre_scores_gemma":[0.9995297,0.000012471696,0.0003397224,0.0000016913344,4.3737603e-7,0.00000244325,0.000011668072,0.000001635291,0.00010024783],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991333,0.000008238371,0.0000039784927,0.000016800377,0.000031829233,0.000025808766],"domain_scores_gemma":[0.9998317,0.000059518927,0.000037961847,0.000016893182,0.000033922173,0.000019937124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012355388,0.00026304138,0.00019079006,0.00020615438,0.00018973261,0.00032731553,0.00015350603,0.00020693603,0.00057678873],"category_scores_gemma":[0.0006287645,0.00010252857,0.00016524938,0.00008350408,0.00032271483,0.00024428428,0.00030927398,0.00013975556,0.00009065704],"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":[0.0004428467,0.00009206391,0.013426311,0.000113773654,0.000020609677,0.00047304734,0.00017831147,0.18266661,0.7841132,0.00037283252,0.00015233734,0.017948002],"study_design_scores_gemma":[0.000036060446,0.0013356529,0.06661668,0.000014016643,0.000033634475,0.0002252869,0.00047312738,0.69443804,0.2355367,0.00028496483,0.00094913295,0.000056756584],"about_ca_topic_score_codex":0.0014660654,"about_ca_topic_score_gemma":0.0013073606,"teacher_disagreement_score":0.0014660654,"about_ca_system_score_codex":0.00018724654,"about_ca_system_score_gemma":0.00019524772,"threshold_uncertainty_score":0.0029150248},"labels":[],"label_agreement":null},{"id":"W4414779666","doi":"10.1007/978-3-031-96763-4_21","title":"Performance Analysis of Semirigid Steel Frames","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Connection (principal bundle); Shear (geology); Stiffness; Base (topology); Frame (networking); Hysteresis; Point (geometry)","score_opus":0.004438758539082162,"score_gpt":0.18242397140556582,"score_spread":0.17798521286648367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414779666","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1856084,0.0043183467,0.6982962,0.00054988445,0.00023413611,0.000061088074,0.0003477182,0.00048806163,0.110096164],"genre_scores_gemma":[0.96022224,0.0010544806,0.015968539,0.000038551287,0.00007561758,0.000044646553,0.00022961975,0.00014042573,0.022225806],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996842,0.00009385127,0.000007027885,0.00003740294,0.00013819736,0.000039295977],"domain_scores_gemma":[0.999762,0.00010814498,0.000030040972,0.00003095694,0.000056674482,0.00001209957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045579788,0.0007221623,0.00069058524,0.00050960755,0.00025840694,0.00077599677,0.0007089941,0.0007670775,0.0044888235],"category_scores_gemma":[0.00095215545,0.00023456638,0.00030345557,0.0004895864,0.0005936417,0.0005463075,0.0005413386,0.00032556927,0.00074904406],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000117868694,0.000035985824,0.0002048922,0.000100028425,0.000018651706,0.000054670934,0.000059239002,0.8874259,0.018408263,0.055256665,0.0016999474,0.03661788],"study_design_scores_gemma":[0.000003542703,0.000056832756,0.00043976022,0.00000834706,0.0000039279794,0.00002126585,0.000017676593,0.9876078,0.0016110294,0.009310465,0.000913173,0.0000062290565],"about_ca_topic_score_codex":0.0015857393,"about_ca_topic_score_gemma":0.00090348424,"teacher_disagreement_score":0.0044888235,"about_ca_system_score_codex":0.0005657799,"about_ca_system_score_gemma":0.00033050578,"threshold_uncertainty_score":0.015016615},"labels":[],"label_agreement":null},{"id":"W4415438351","doi":"10.1007/978-3-031-97435-9_26","title":"Structural Performance of Cable-Stayed Bridges with CFRP Cables Under Temperature Loads","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Structural Analysis and Optimization","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":"National Research Council Canada; University of Ottawa","funders":"","keywords":"Bending moment; Deck; Thermal expansion; Creep; Finite element method; Thermal; Bending; Corrosion","score_opus":0.004302346401973197,"score_gpt":0.16962551233226325,"score_spread":0.16532316593029006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415438351","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961647,0.00008339467,0.001013267,0.000027776638,0.000013500662,0.0000034057368,0.000114239134,0.00005342835,0.0025262064],"genre_scores_gemma":[0.99818003,0.000038436458,0.00020207273,0.000003866161,0.0000033570257,0.000002755566,0.00009879988,0.000013239097,0.0014574741],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99965084,0.000056177552,0.0000115928715,0.000060870458,0.00013133658,0.00008919391],"domain_scores_gemma":[0.99891114,0.00043095107,0.00011404059,0.00013121498,0.00029208648,0.00012048717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054406363,0.0004824784,0.00058575097,0.0004665113,0.00046403828,0.00039949233,0.0008282051,0.0009170124,0.003775164],"category_scores_gemma":[0.0012791996,0.00027193932,0.00043722749,0.0005284635,0.0007516798,0.00061793637,0.0004272077,0.00038441282,0.0007990139],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.006014502,0.00050000683,0.008241079,0.00021899852,0.00009996537,0.0005984624,0.0005403433,0.62802184,0.3253975,0.0016929368,0.0016259031,0.02704849],"study_design_scores_gemma":[0.00012826631,0.004929518,0.041466236,0.00007439069,0.00016037007,0.00035975617,0.0008295515,0.7475476,0.20228024,0.0010178874,0.0011230758,0.000083109124],"about_ca_topic_score_codex":0.002633398,"about_ca_topic_score_gemma":0.0027564857,"teacher_disagreement_score":0.003775164,"about_ca_system_score_codex":0.0004398329,"about_ca_system_score_gemma":0.00028741965,"threshold_uncertainty_score":0.012629151},"labels":[],"label_agreement":null},{"id":"W4415966265","doi":"10.20382/jocg.v16i1a12","title":"Who needs crossings?: Noncrossing linkages are universal, and deciding (global) rigidity is hard","year":2025,"lang":"en","type":"article","venue":"Journal of Computational Geometry (Carleton University)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Science Foundation","keywords":"Rigidity (electromagnetism); Multigraph; Graph; Existential quantification; Complement graph; Complement (music)","score_opus":0.006575591961191947,"score_gpt":0.20325244946375634,"score_spread":0.1966768575025644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415966265","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5086811,0.0024016364,0.39798656,0.041107282,0.000531567,0.00032288654,0.0047166436,0.0017741891,0.042478126],"genre_scores_gemma":[0.90024686,0.0013198741,0.08185052,0.0025190008,0.0005494914,0.00022466913,0.0033726976,0.00040743905,0.009509543],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99583364,0.0009321171,0.00023329009,0.0019163833,0.0005162981,0.00056828634],"domain_scores_gemma":[0.9727634,0.020427816,0.001956033,0.0028685285,0.0007299726,0.0012542027],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023626247,0.0012008654,0.0018759114,0.0008908445,0.0028535204,0.005790345,0.0024765686,0.0051643737,0.013794808],"category_scores_gemma":[0.020024186,0.0013958586,0.0028812715,0.001918896,0.0051709507,0.019572197,0.0040231943,0.006645216,0.0016222106],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00084012235,0.00034594964,0.008090543,0.0012818921,0.00022134423,0.0011904906,0.0018021392,0.07331588,0.00527346,0.7959454,0.034490764,0.07720201],"study_design_scores_gemma":[0.000061002174,0.000051802093,0.00097566063,0.00006516937,0.00005395599,0.0005819816,0.0007684421,0.047697295,0.0019819348,0.9418901,0.005821068,0.00005158887],"about_ca_topic_score_codex":0.0034002026,"about_ca_topic_score_gemma":0.0031261928,"teacher_disagreement_score":0.013794808,"about_ca_system_score_codex":0.0020661063,"about_ca_system_score_gemma":0.0017291658,"threshold_uncertainty_score":0.04614824},"labels":[],"label_agreement":null},{"id":"W59414195","doi":"10.1016/b978-008043948-8/50067-9","title":"Dedicated Software for the Structural Analysis of Guyed Antenna Towers","year":2001,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Mast (botany); Structural engineering; Nonlinear system; Diagonal; Stiffness; Torsion (gastropod); Stiffness matrix; Tensegrity; Engineering; Mathematics; Geometry; Physics","score_opus":0.011245013127607147,"score_gpt":0.21835886292957452,"score_spread":0.20711384980196737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W59414195","genre_codex":"methods","genre_gemma":"software","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"software","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0019533273,0.0001769964,0.92211276,0.00005610161,0.00010003568,0.000073778996,0.0020893933,0.05986953,0.013568107],"genre_scores_gemma":[0.063342206,0.0008772814,0.8105087,0.00026845184,0.00014372384,0.0012538388,0.015513777,0.046662703,0.061429285],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994634,0.00007285514,0.000048828962,0.000088597364,0.00026522455,0.00006114691],"domain_scores_gemma":[0.9987614,0.0006188166,0.00005585503,0.00020327565,0.00031811144,0.000042541324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007424799,0.0022613646,0.0016158565,0.0013102294,0.0007547889,0.0014308038,0.0032261438,0.0015414659,0.12574552],"category_scores_gemma":[0.002553979,0.0016146294,0.0017998094,0.0013327904,0.000435604,0.0014628515,0.0014824275,0.0021658475,0.037534133],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020703435,0.00021974616,0.0013118364,0.0011785311,0.00021287217,0.00037708157,0.0004386078,0.11790475,0.02050096,0.034968697,0.21894287,0.603737],"study_design_scores_gemma":[0.00031076098,0.00007432063,0.0010904437,0.00024304495,0.00012827084,0.00058863853,0.00011344903,0.67361176,0.025967728,0.038147908,0.2596183,0.00010530915],"about_ca_topic_score_codex":0.0027273225,"about_ca_topic_score_gemma":0.0050217193,"teacher_disagreement_score":0.12574552,"about_ca_system_score_codex":0.00061316765,"about_ca_system_score_gemma":0.0009857251,"threshold_uncertainty_score":0.42066067},"labels":[],"label_agreement":null},{"id":"W646752220","doi":"10.1017/cbo9780511973895.022","title":"Elemental cycles","year":2011,"lang":"en","type":"book-chapter","venue":"Cambridge University Press eBooks","topic":"Structural Analysis and Optimization","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 Saskatchewan","funders":"","keywords":"Computer science","score_opus":0.015391280960327727,"score_gpt":0.16240708080446892,"score_spread":0.1470157998441412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W646752220","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0047129206,0.0065933918,0.04704743,0.0018954031,0.0009361768,0.0000642655,0.0005400675,0.00039133365,0.937819],"genre_scores_gemma":[0.15896705,0.010620373,0.040395457,0.0012211053,0.00051457784,0.00031985118,0.0011189741,0.00079899485,0.78604347],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998011,0.000031239517,0.000007957257,0.00006656382,0.00006882989,0.000024252198],"domain_scores_gemma":[0.9998838,0.000019593683,0.0000071963123,0.0000367899,0.000039076433,0.000013637226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020632683,0.0005707194,0.00036724523,0.00059306284,0.0011370573,0.0020708996,0.00097050617,0.0007571529,0.045699686],"category_scores_gemma":[0.0006486866,0.0002949712,0.00035680918,0.0006556654,0.0018184554,0.0029339904,0.0014987733,0.001057559,0.010621855],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010185048,0.000008790148,0.00008486598,0.00006406979,0.000006262929,0.000030441233,0.00015120444,0.0012032401,0.00068184774,0.94356227,0.01994008,0.03425677],"study_design_scores_gemma":[0.00000470309,0.000009053115,0.00012900731,0.000042044783,0.0000034435395,0.00011095414,0.000062862884,0.0013323472,0.00051451894,0.4389339,0.5588498,0.0000074712884],"about_ca_topic_score_codex":0.0014849841,"about_ca_topic_score_gemma":0.0022660992,"teacher_disagreement_score":0.045699686,"about_ca_system_score_codex":0.0013729281,"about_ca_system_score_gemma":0.0007314974,"threshold_uncertainty_score":0.15288067},"labels":[],"label_agreement":null},{"id":"W651204234","doi":"10.1142/6161","title":"Advances in Mechanics of Solids","year":2006,"lang":"en","type":"book","venue":"Series on stability, vibration and control of systems - Series B","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Buckling; Continuum mechanics; Mechanics; Vibration; Materials science; Finite element method; Solid mechanics; Structural mechanics; Classical mechanics; Physics; Structural engineering; Composite material; Engineering","score_opus":0.00552150475521359,"score_gpt":0.18719030837019857,"score_spread":0.18166880361498497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W651204234","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0025241277,0.5515843,0.107581235,0.0071877358,0.015458479,0.000056119763,0.0008451996,0.0008950381,0.31386784],"genre_scores_gemma":[0.07281988,0.40058866,0.0824255,0.00291486,0.01314185,0.00024022862,0.0012678822,0.0008636646,0.4257375],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99927336,0.00011247222,0.000045447654,0.00013931804,0.00038688132,0.00004238604],"domain_scores_gemma":[0.9993994,0.00024065007,0.000033041215,0.0001027134,0.0001750202,0.000049184342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006955353,0.0017917635,0.0013155933,0.0018923302,0.0007286126,0.0018428591,0.0009872256,0.0012385354,0.019460177],"category_scores_gemma":[0.0013854469,0.00051352533,0.0009129437,0.0027335472,0.0018969012,0.002862153,0.001685428,0.0028282849,0.014552644],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026525293,0.000040645806,0.00028064332,0.000971044,0.000054491964,0.00009564266,0.00036131876,0.0049408684,0.00181557,0.52895224,0.23333333,0.22912756],"study_design_scores_gemma":[0.0000053824474,0.000020324655,0.0002943589,0.00018974759,0.000008072986,0.00016358045,0.000049943817,0.0019527194,0.00033225637,0.20108385,0.7958891,0.000010660063],"about_ca_topic_score_codex":0.0010534704,"about_ca_topic_score_gemma":0.0012533922,"teacher_disagreement_score":0.019460177,"about_ca_system_score_codex":0.0012195458,"about_ca_system_score_gemma":0.0010683439,"threshold_uncertainty_score":0.06510073},"labels":[],"label_agreement":null},{"id":"W6930409232","doi":"10.5281/zenodo.12795579","title":"Code for 1- and 2-stage oxygen fractionation and metamorphic dehydration modeling from \"Seawater-oceanic crust interaction constrained by triple oxygen and hydrogen isotopes in rocks from the Saglek-Hebron Complex, NE Canada\"","year":2024,"lang":"en","type":"other","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Carleton University; University of Ottawa","funders":"","keywords":"Fractionation; Isotopes of oxygen; Hydrogen; Oxygen; Crust; Metamorphic rock; Equilibrium fractionation; Isotope","score_opus":0.02463542767434703,"score_gpt":0.21768329584774576,"score_spread":0.19304786817339872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6930409232","genre_codex":"software","genre_gemma":"software","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"software","genre_consensus":"software","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007854075,0.0004162631,0.16356423,0.0007557222,0.00054966117,0.00050675956,0.34145582,0.45139736,0.033500098],"genre_scores_gemma":[0.047765996,0.000831642,0.18966265,0.001156113,0.00015025228,0.0026492137,0.48914787,0.20163326,0.067003004],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997608,0.000016281374,0.000019533625,0.000048049114,0.00011324797,0.0000420893],"domain_scores_gemma":[0.9993579,0.00017303023,0.00003271648,0.00006511843,0.00031660692,0.00005460477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065417617,0.0012834393,0.0007767951,0.000598115,0.0007521832,0.001166504,0.0028587354,0.001006976,0.18626794],"category_scores_gemma":[0.001884416,0.0011463282,0.001930803,0.00065739424,0.00027484613,0.001204049,0.0013253349,0.0019126012,0.08736783],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015082907,0.000074916876,0.003334671,0.0005733724,0.00012603612,0.00015103462,0.00016601487,0.010458572,0.00270049,0.0039823763,0.9403156,0.037966046],"study_design_scores_gemma":[0.0005251804,0.000054059226,0.0059943814,0.00029930615,0.00007849992,0.00021535036,0.0001210602,0.06777827,0.0074727777,0.007835482,0.90949994,0.0001256862],"about_ca_topic_score_codex":0.03548279,"about_ca_topic_score_gemma":0.0309977,"teacher_disagreement_score":0.96451724,"about_ca_system_score_codex":0.001440936,"about_ca_system_score_gemma":0.002253694,"threshold_uncertainty_score":0.62312835},"labels":[],"label_agreement":null},{"id":"W6950506162","doi":"10.53159/pdm(iv).v3n3-4.053","title":"La Geometria delle Cupole
\\nGeodetiche","year":2021,"lang":"it","type":"article","venue":"Florence Research (University of Florence)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cupola; STELLA (programming language); Cover (algebra)","score_opus":0.042737291554462244,"score_gpt":0.27239878260399475,"score_spread":0.2296614910495325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6950506162","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12511076,0.008989177,0.07762968,0.0038083575,0.0009651463,0.00009845065,0.0018173647,0.0005430724,0.781038],"genre_scores_gemma":[0.62499166,0.005465164,0.030452112,0.00087634835,0.000535283,0.000120187404,0.0015102628,0.0004961453,0.33555278],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99962294,0.000041574258,0.000008498858,0.00015027153,0.00010990807,0.00006686216],"domain_scores_gemma":[0.999729,0.000044412645,0.000039909122,0.00006182843,0.000099732235,0.000025059353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021055776,0.0005240199,0.00032983342,0.0017709404,0.0026822991,0.005713162,0.000681908,0.0008414777,0.036062256],"category_scores_gemma":[0.0005341763,0.00039339648,0.0005038091,0.0015329417,0.003755886,0.0022304251,0.0023447447,0.001134525,0.006112842],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006788153,0.000011849947,0.0020229255,0.00026674988,0.000017705403,0.00027195062,0.0012572014,0.0016706549,0.0237891,0.8597061,0.028440828,0.08247699],"study_design_scores_gemma":[0.000009446865,0.000038744223,0.006920788,0.00008271687,0.00001538372,0.00082373613,0.0010003032,0.0027040634,0.016563993,0.0775975,0.8941611,0.00008226939],"about_ca_topic_score_codex":0.014460426,"about_ca_topic_score_gemma":0.01650518,"teacher_disagreement_score":0.036062256,"about_ca_system_score_codex":0.0026280594,"about_ca_system_score_gemma":0.0009085559,"threshold_uncertainty_score":0.12064034},"labels":[],"label_agreement":null},{"id":"W6962934354","doi":"10.17605/osf.io/y2txk","title":"Principles of Concrete Telecom Towers Design","year":2021,"lang":"en","type":"article","venue":"OSF Preprints (OSF Preprints)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Loneliness; Mass media; Feeling; Audience measurement; Isolation (microbiology); Favourite; Social media; Personality psychology","score_opus":0.016727134240503795,"score_gpt":0.2198638465105659,"score_spread":0.2031367122700621,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6962934354","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.001568153,0.0002556596,0.9499356,0.00028213352,0.00019462469,0.0007552171,0.00028284098,0.0015047122,0.045220993],"genre_scores_gemma":[0.052602828,0.00054712757,0.9046883,0.0002444802,0.000083737024,0.0021749125,0.00047600252,0.0007742666,0.038408328],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99597013,0.001357953,0.0003767666,0.00065906515,0.0013616963,0.00027442287],"domain_scores_gemma":[0.99688846,0.0010520054,0.00019008979,0.0008605298,0.00086572056,0.00014308092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003692476,0.0017647267,0.0008336,0.0019854975,0.001653,0.0056594387,0.0037057523,0.0025268688,0.059801213],"category_scores_gemma":[0.0087511195,0.0013417029,0.001940337,0.0017014552,0.0030938939,0.003748984,0.0034800542,0.0018267924,0.018925158],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028798933,0.00012453318,0.0010121946,0.0010537688,0.00006210679,0.0003377496,0.001501866,0.040445395,0.006873321,0.64876914,0.016074015,0.2834579],"study_design_scores_gemma":[0.00021051499,0.00040580457,0.0005720481,0.00067947555,0.00010156644,0.00064480247,0.0007369681,0.0728982,0.007734789,0.2932302,0.622682,0.000103705264],"about_ca_topic_score_codex":0.0022257015,"about_ca_topic_score_gemma":0.0023849767,"teacher_disagreement_score":0.059801213,"about_ca_system_score_codex":0.0017437722,"about_ca_system_score_gemma":0.0021950922,"threshold_uncertainty_score":0.200055},"labels":[],"label_agreement":null},{"id":"W6989146314","doi":"","title":"Air intrusion vs. air leakage - the dilemma for low sloped mechanically attached membrane roofs","year":2009,"lang":"en","type":"article","venue":"NPARC","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Leakage (economics); Intrusion; Membrane; Adhesive","score_opus":0.0071764851253934715,"score_gpt":0.2111376209953155,"score_spread":0.203961135869922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6989146314","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7266178,0.0023873947,0.23077878,0.0014741509,0.00008347294,0.000052037292,0.000121533514,0.00022183308,0.03826303],"genre_scores_gemma":[0.9892342,0.0004577953,0.008654315,0.00006796851,0.000024306762,0.000019323197,0.000021853119,0.0000429142,0.001477386],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996984,0.00009138304,0.000012095928,0.000035331734,0.00011541657,0.000047550533],"domain_scores_gemma":[0.99961877,0.00022444793,0.00005137152,0.00003840082,0.00004907569,0.000017879665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005553608,0.0003737058,0.0006724121,0.00023917118,0.000279933,0.0008701999,0.0004771149,0.00089293375,0.0020085895],"category_scores_gemma":[0.0016309447,0.00030263216,0.0003924284,0.0002751739,0.0006162516,0.00095273176,0.000623421,0.00052709796,0.00044426942],"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":[0.00050483993,0.0002200136,0.0066351006,0.00063321175,0.00006982659,0.0007117049,0.00033015985,0.6366102,0.1628785,0.04926937,0.0018167713,0.1403203],"study_design_scores_gemma":[0.00003210255,0.0004654957,0.005348623,0.00008396568,0.000044616085,0.0006138876,0.0003792676,0.9513916,0.021896208,0.01674151,0.0029715549,0.00003131927],"about_ca_topic_score_codex":0.0004874801,"about_ca_topic_score_gemma":0.0010290865,"teacher_disagreement_score":0.0020085895,"about_ca_system_score_codex":0.00021764982,"about_ca_system_score_gemma":0.00021069996,"threshold_uncertainty_score":0.0067194104},"labels":[],"label_agreement":null},{"id":"W6992982062","doi":"","title":"New protocol for testing mechanically attached single-ply roofing system","year":2001,"lang":"en","type":"article","venue":"NPARC","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Protocol (science); Test (biology); Communications protocol; Data collection system; Materials testing","score_opus":0.04404610157891178,"score_gpt":0.25887941551502014,"score_spread":0.21483331393610836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6992982062","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15347905,0.00056226086,0.8114229,0.00036619548,0.00051036524,0.0068068556,0.0030414965,0.002579482,0.021231513],"genre_scores_gemma":[0.28125483,0.0010393957,0.6591949,0.0003104468,0.00008971539,0.015122126,0.007533609,0.0006151116,0.034839932],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9973098,0.00031110263,0.00022100384,0.00025755796,0.0017364931,0.00016405356],"domain_scores_gemma":[0.9978167,0.00029462267,0.0002199208,0.0005900205,0.0009757638,0.0001029683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001858188,0.0008713972,0.00057941035,0.0012112568,0.00088409916,0.00048044784,0.0013299208,0.000895384,0.0088329995],"category_scores_gemma":[0.0019259902,0.00046095686,0.0004197325,0.0005523378,0.0006598982,0.0011334373,0.00096368184,0.0014417396,0.0024738442],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017264504,0.00012610089,0.0004842477,0.00015516768,0.000015730406,0.00023060397,0.000115313356,0.0017256581,0.97358793,0.0025026775,0.0019790635,0.018904736],"study_design_scores_gemma":[0.00009678655,0.0014737786,0.0030283278,0.00003402005,0.000037518144,0.0006844236,0.00012853464,0.0070332442,0.9473468,0.0010103248,0.0390638,0.00006255121],"about_ca_topic_score_codex":0.0007971598,"about_ca_topic_score_gemma":0.002203805,"teacher_disagreement_score":0.0088329995,"about_ca_system_score_codex":0.00060925906,"about_ca_system_score_gemma":0.0012016526,"threshold_uncertainty_score":0.0295493},"labels":[],"label_agreement":null},{"id":"W6996890104","doi":"","title":"Study of Fluid-structure Interactions of Communication Antennas","year":2011,"lang":"en","type":"dissertation","venue":"Library and Archives Canada (Government of Canada)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Aerodynamics; Antenna (radio); Vibration; Finite element method; Aerodynamic force; Wind engineering; Current (fluid); Directional antenna","score_opus":0.003712718927157286,"score_gpt":0.15354345960607035,"score_spread":0.14983074067891305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6996890104","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8829211,0.0006323922,0.072653696,0.00045171933,0.00007745402,0.00008549911,0.000089148256,0.00012594143,0.042962946],"genre_scores_gemma":[0.990717,0.00021603737,0.0036885692,0.00002688863,0.000014262342,0.000031506042,0.000034922836,0.000022707067,0.0052479515],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982196,0.00003107896,0.000003418182,0.000020268377,0.00007289316,0.00005028599],"domain_scores_gemma":[0.9997019,0.00015530623,0.000040396684,0.00001738746,0.00005870658,0.000026254756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015340537,0.00036104667,0.0004896403,0.00036629732,0.00061799,0.0007805095,0.00031571006,0.00070149754,0.0015047259],"category_scores_gemma":[0.0008057173,0.00022852565,0.00031890458,0.00026068257,0.00065835094,0.000436194,0.00043486612,0.00040158536,0.00039644327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007015681,0.00011935486,0.002507322,0.00007337668,0.000029786714,0.0002506594,0.00018516093,0.93083555,0.04481168,0.0076615247,0.00083092926,0.012624506],"study_design_scores_gemma":[0.00001274483,0.00007702516,0.0017294298,0.0000056449494,0.000006967923,0.00005780797,0.0000830013,0.9895795,0.0063091004,0.0009306425,0.0011926341,0.00001545297],"about_ca_topic_score_codex":0.003863448,"about_ca_topic_score_gemma":0.0018355743,"teacher_disagreement_score":0.003863448,"about_ca_system_score_codex":0.0005777461,"about_ca_system_score_gemma":0.00067999325,"threshold_uncertainty_score":0.007681906},"labels":[],"label_agreement":null},{"id":"W6999131265","doi":"","title":"Challenges in modelling of membrane structures","year":2015,"lang":"en","type":"article","venue":"Research Repository (Delft University of Technology)","topic":"Structural Analysis and Optimization","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":"Emergent BioSolutions (Canada)","funders":"","keywords":"Nucleofection; Gestational period; TSG101; Liquation; Dysgeusia; Diafiltration; Emperipolesis; Triacetin; Durvalumab","score_opus":0.11457907836639215,"score_gpt":0.2609914855304537,"score_spread":0.14641240716406156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6999131265","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.084628604,0.00815818,0.8340241,0.018018078,0.0007066186,0.0001723235,0.0013116328,0.0007590301,0.052221596],"genre_scores_gemma":[0.81543726,0.008199061,0.15571405,0.0010377194,0.0006439295,0.0005761214,0.00089951436,0.0006214085,0.016870981],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998973,0.0004872016,0.00005791605,0.00009548114,0.00029903903,0.00008746464],"domain_scores_gemma":[0.9974292,0.0017101273,0.00015219364,0.00024080038,0.00032985376,0.00013783475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018422429,0.0007462899,0.00292943,0.00080303685,0.001039368,0.0034656278,0.0038949782,0.005592046,0.0047720554],"category_scores_gemma":[0.0075421887,0.0014802903,0.0015485635,0.0013879859,0.0024274255,0.0041442434,0.0019300726,0.002515331,0.0012959125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016547923,0.000019917272,0.0001958967,0.000102328064,0.000016692398,0.00004182241,0.000043144322,0.95522356,0.00040719192,0.037914865,0.0008055533,0.005212499],"study_design_scores_gemma":[0.00000968562,0.0000066697166,0.00006417431,0.000025172329,0.000003229881,0.0000150030255,0.000034543595,0.9674153,0.000098305645,0.030253967,0.002065252,0.000008663532],"about_ca_topic_score_codex":0.014350371,"about_ca_topic_score_gemma":0.009006556,"teacher_disagreement_score":0.014350371,"about_ca_system_score_codex":0.0016811459,"about_ca_system_score_gemma":0.0025938903,"threshold_uncertainty_score":0.028533697},"labels":[],"label_agreement":null},{"id":"W6999681808","doi":"","title":"Desmontabilidad y rigidez: estructuras desplegables y espaciales fijas","year":2017,"lang":"es","type":"dissertation","venue":"UPM Digital Archive (Technical University of Madrid)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Context (archaeology); Subject (documents); Period (music)","score_opus":0.006875393536081876,"score_gpt":0.19987001215735006,"score_spread":0.19299461862126818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6999681808","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52062446,0.0013633511,0.05514517,0.0013310264,0.00017060265,0.000048530674,0.00045958217,0.00091938133,0.41993785],"genre_scores_gemma":[0.92969507,0.00055311504,0.011681467,0.00009478091,0.000023585635,0.000027433598,0.00033237817,0.0002514899,0.057340574],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993197,0.00009495191,0.000020828073,0.00016377658,0.00022218454,0.00017859279],"domain_scores_gemma":[0.9990402,0.00018207383,0.00014122728,0.00025773677,0.00026423886,0.000114438735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007164253,0.0005624024,0.00022024046,0.0013820792,0.0020263852,0.004466963,0.0008890172,0.0007170024,0.022475213],"category_scores_gemma":[0.002403076,0.00038601996,0.00046415886,0.0014200142,0.004215708,0.0035300965,0.0026755484,0.0009699104,0.0026000931],"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":[0.00025392525,0.000120933764,0.027840462,0.00038232942,0.00006304177,0.0016028098,0.04877167,0.0068160226,0.027009945,0.662995,0.010417133,0.21372664],"study_design_scores_gemma":[0.000030072937,0.00021039783,0.11387072,0.00040933167,0.00013952132,0.0016459465,0.068519205,0.01346475,0.019190373,0.19521016,0.5871153,0.00019430043],"about_ca_topic_score_codex":0.020829357,"about_ca_topic_score_gemma":0.025944294,"teacher_disagreement_score":0.022475213,"about_ca_system_score_codex":0.0017788046,"about_ca_system_score_gemma":0.0011932327,"threshold_uncertainty_score":0.07518709},"labels":[],"label_agreement":null},{"id":"W7008458234","doi":"","title":"Branntekniske utfordringer og kompenserende tiltak i høye trehus","year":2018,"lang":"no","type":"dissertation","venue":"BIBSYS Brage (BIBSYS (Norway))","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Manual handling; Elderly people; Internet of Things","score_opus":0.010693114143266104,"score_gpt":0.22868002848509972,"score_spread":0.21798691434183362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7008458234","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008451194,0.0019801962,0.013868929,0.013686771,0.0055523696,0.00022793713,0.0025312558,0.0039426936,0.9497586],"genre_scores_gemma":[0.02696524,0.001651016,0.0074941292,0.0019962753,0.0003811321,0.00008001055,0.0013159802,0.0018098551,0.95830643],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99728954,0.00020653223,0.00009542811,0.00045823012,0.0015129594,0.00043725668],"domain_scores_gemma":[0.9978642,0.00022086722,0.00008578662,0.00028109926,0.0010431055,0.0005049466],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0014779761,0.001232399,0.00070611516,0.0010509783,0.004118882,0.008175091,0.001784947,0.0021772513,0.31840986],"category_scores_gemma":[0.003031267,0.00091317296,0.0006956944,0.00082904985,0.0018247381,0.004933149,0.005409719,0.0029429346,0.1598985],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001859409,0.00013258873,0.0014343351,0.00042662918,0.000015653828,0.0003649845,0.0019192628,0.00048748928,0.010415861,0.027861768,0.77489835,0.18185714],"study_design_scores_gemma":[0.0000030615624,0.000016965676,0.0005817368,0.00006539956,0.000004249954,0.000066955705,0.0005803706,0.00018508865,0.0016924493,0.0011287542,0.9956612,0.000013776629],"about_ca_topic_score_codex":0.020839207,"about_ca_topic_score_gemma":0.046576984,"teacher_disagreement_score":0.31840986,"about_ca_system_score_codex":0.0035426465,"about_ca_system_score_gemma":0.0038939998,"threshold_uncertainty_score":0.97220564},"labels":[],"label_agreement":null},{"id":"W7011885852","doi":"","title":"Nonpositive Towers In Compact 3-Manifold Spines","year":2023,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"","score_opus":0.010751625902132304,"score_gpt":0.22461161521604164,"score_spread":0.21385998931390934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7011885852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8670448,0.0005123451,0.040903315,0.0008414579,0.00040958126,0.000057485173,0.00026741365,0.000285678,0.08967795],"genre_scores_gemma":[0.9638831,0.00021352233,0.009530614,0.00018333406,0.00013094101,0.0000333327,0.00019541231,0.0001205963,0.025709115],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997743,0.000032185457,0.0000103538305,0.000044909415,0.00008059585,0.00005769596],"domain_scores_gemma":[0.9991252,0.000273874,0.00010457108,0.000059208505,0.00016387751,0.00027327417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024417715,0.00043828762,0.0008231496,0.0014788179,0.0016002404,0.0018935006,0.00087360403,0.00086669874,0.009736592],"category_scores_gemma":[0.001522475,0.00043762074,0.0004991195,0.00055981305,0.0017886064,0.001823973,0.0015317015,0.0014621149,0.0011786456],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000676625,0.000035066038,0.0007140637,0.00007168058,0.00000867539,0.00028804035,0.00050138996,0.0030375577,0.0037035444,0.97958195,0.004397623,0.0075927684],"study_design_scores_gemma":[0.000038627524,0.000078857134,0.0019920038,0.000041773244,0.00001169882,0.00045904823,0.0005789431,0.017866828,0.0012173263,0.972592,0.005097234,0.000025702246],"about_ca_topic_score_codex":0.0010607576,"about_ca_topic_score_gemma":0.0022209077,"teacher_disagreement_score":0.009736592,"about_ca_system_score_codex":0.0008126171,"about_ca_system_score_gemma":0.00031319543,"threshold_uncertainty_score":0.03257215},"labels":[],"label_agreement":null},{"id":"W7015227290","doi":"","title":"Smart Structures for Bridges","year":2007,"lang":"en","type":"article","venue":"Purdue e-Pubs (Purdue University System)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Aerospace; Bridge (graph theory); Structural health monitoring; Advanced composite materials","score_opus":0.005856077792273297,"score_gpt":0.17075065454491617,"score_spread":0.16489457675264288,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7015227290","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021753412,0.075585015,0.30692264,0.010755208,0.0038357214,0.00018870244,0.00045431446,0.00090411294,0.5796008],"genre_scores_gemma":[0.37116998,0.05494882,0.28516194,0.0024624683,0.0015263446,0.0005658022,0.0007113025,0.00035453084,0.2830989],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985206,0.000035065244,0.000004824169,0.000022589207,0.00007157527,0.000013860581],"domain_scores_gemma":[0.9999037,0.000024848676,0.000012880215,0.000021743212,0.000023288072,0.000013561679],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023971748,0.000538337,0.0003136628,0.00047328012,0.0005720671,0.0011763844,0.00048672076,0.0013245285,0.023927703],"category_scores_gemma":[0.00048308933,0.00026782783,0.0003209576,0.00044179926,0.000760041,0.0011984309,0.001005746,0.0011853826,0.0046026637],"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":[0.000015478052,0.000025340913,0.00012065411,0.0002285446,0.000007831232,0.000070327274,0.00008794297,0.011211661,0.0075390497,0.86525995,0.021312816,0.0941204],"study_design_scores_gemma":[0.000019328501,0.00008004095,0.0003334302,0.0002480369,0.000008083409,0.00035076402,0.0000920851,0.02165116,0.0024398612,0.3890432,0.5857117,0.00002232284],"about_ca_topic_score_codex":0.00030251362,"about_ca_topic_score_gemma":0.00078292453,"teacher_disagreement_score":0.023927703,"about_ca_system_score_codex":0.00057197607,"about_ca_system_score_gemma":0.0002920776,"threshold_uncertainty_score":0.08004618},"labels":[],"label_agreement":null},{"id":"W7027848528","doi":"","title":"Definitions of robust structural geometries : metrics and form finding","year":2016,"lang":"en","type":"dissertation","venue":"DSpace@MIT (Massachusetts Institute of Technology)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Nucleofection; Gestational period; TSG101; Dysgeusia; Liquation; Diafiltration; Emperipolesis; Triacetin; Durvalumab","score_opus":0.018562652732075944,"score_gpt":0.2278039235152937,"score_spread":0.20924127078321775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7027848528","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008715062,0.0039356225,0.96890444,0.001394984,0.00027343343,0.000071218026,0.0006566906,0.00021148993,0.015837027],"genre_scores_gemma":[0.26613337,0.007455113,0.7077119,0.0007785034,0.0012226541,0.0005141985,0.0023653526,0.0010242607,0.012794647],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9948485,0.001646323,0.00049023755,0.0010814625,0.0017502735,0.00018319747],"domain_scores_gemma":[0.99142975,0.0029940791,0.001568267,0.0015297089,0.002073066,0.0004051945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0040030284,0.0024810953,0.0013779564,0.0061607556,0.00091869937,0.0046840296,0.0027919183,0.0023718094,0.0059787203],"category_scores_gemma":[0.016129458,0.0011217379,0.0015925461,0.003798313,0.006360589,0.0092141405,0.0046052574,0.0045121694,0.0021031857],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003306935,0.000021863805,0.00044732532,0.00019354923,0.000032934528,0.00006553374,0.00024544646,0.018754128,0.0015927829,0.9112945,0.006338916,0.060979996],"study_design_scores_gemma":[0.00001133376,0.00011061099,0.00046311537,0.00014520818,0.000027941618,0.00038236057,0.00015155975,0.043426346,0.0019932587,0.91869825,0.034540854,0.00004917427],"about_ca_topic_score_codex":0.00067100086,"about_ca_topic_score_gemma":0.0007214631,"teacher_disagreement_score":0.0061607556,"about_ca_system_score_codex":0.001583045,"about_ca_system_score_gemma":0.0009094323,"threshold_uncertainty_score":0.021170318},"labels":[],"label_agreement":null},{"id":"W7028134826","doi":"","title":"The dynamics of agenda-setting : the case of post-secondary education in Manitoba","year":2007,"lang":"en","type":"dissertation","venue":"Mspace (University of Manitoba)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Government (linguistics); Context (archaeology); Public policy; Point (geometry); Process (computing); Field (mathematics); Dynamics (music); Action (physics)","score_opus":0.005373919561525935,"score_gpt":0.20297631965649165,"score_spread":0.1976024000949657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7028134826","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8913898,0.0017306269,0.0011271924,0.030203748,0.00009361767,0.00027840058,0.00011880417,0.000029115688,0.07502868],"genre_scores_gemma":[0.9801324,0.00084312656,0.0007945111,0.0014598434,0.000016321927,0.000091220805,0.000045745994,0.000010830255,0.016605988],"study_design_codex":"qualitative","study_design_gemma":"qualitative","domain_scores_codex":[0.9960193,0.0016837296,0.00006574739,0.00015002838,0.00029551264,0.0017855783],"domain_scores_gemma":[0.9947738,0.0023428395,0.0003829803,0.00013540911,0.00084435206,0.0015205703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004109746,0.0004372656,0.0004269502,0.002287418,0.028197315,0.008251416,0.003514854,0.0036814006,0.0048697065],"category_scores_gemma":[0.0065873503,0.00066609925,0.0004944375,0.0049736323,0.011501137,0.0017938945,0.006885564,0.004904433,0.00032293395],"study_design_candidate":"qualitative","study_design_consensus":"qualitative","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017430364,0.000381768,0.057470832,0.0002639923,0.00006350842,0.020196708,0.63007236,0.003582562,0.0017643305,0.25846002,0.0069801263,0.020589488],"study_design_scores_gemma":[0.00009176494,0.00012316239,0.061204236,0.0004955468,0.00008031146,0.00060716906,0.81515855,0.0039687185,0.0008017326,0.017995916,0.099388175,0.000084811574],"about_ca_topic_score_codex":0.94805,"about_ca_topic_score_gemma":0.9743774,"teacher_disagreement_score":0.90117073,"about_ca_system_score_codex":0.09882927,"about_ca_system_score_gemma":0.08591869,"threshold_uncertainty_score":0.71705985},"labels":[],"label_agreement":null},{"id":"W7029950938","doi":"","title":"Making progress: a North American group shows how to design durable mechanically attached flexible membrane roof assemblies","year":2006,"lang":"en","type":"article","venue":"NPARC","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Waterproofing; Roof; Group (periodic table); Flat roof; Resist; Aerospace","score_opus":0.02192642598899031,"score_gpt":0.24092024987055252,"score_spread":0.21899382388156222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7029950938","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13884014,0.005650602,0.6312029,0.01471982,0.00069884077,0.00053511455,0.00031141652,0.002531679,0.2055095],"genre_scores_gemma":[0.3649755,0.0071695307,0.5377454,0.0019670345,0.00012707649,0.00041097892,0.00059997005,0.001040652,0.08596377],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99888045,0.00024081016,0.00004327753,0.00012017501,0.0006073449,0.000108072905],"domain_scores_gemma":[0.99944335,0.00009043763,0.000030353194,0.00010569651,0.0002968522,0.000033237793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022835298,0.0010745263,0.0002860337,0.00063720066,0.001412838,0.0013821648,0.00088992907,0.0014239236,0.0069997576],"category_scores_gemma":[0.0016748935,0.0003928508,0.0007347812,0.0006497255,0.0007241267,0.0017757999,0.0010262531,0.0013329731,0.0033162094],"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":[0.000121085075,0.00039151596,0.0047109835,0.000549888,0.000095216674,0.0004346234,0.0020567067,0.06761035,0.086942434,0.062071014,0.061499793,0.7135163],"study_design_scores_gemma":[0.00009206054,0.0010217781,0.006991498,0.0003645429,0.00012522347,0.00062444346,0.00215526,0.073601745,0.11086334,0.024285387,0.7796904,0.00018433183],"about_ca_topic_score_codex":0.00820476,"about_ca_topic_score_gemma":0.014188971,"teacher_disagreement_score":0.00820476,"about_ca_system_score_codex":0.00085972267,"about_ca_system_score_gemma":0.0012675932,"threshold_uncertainty_score":0.02341652},"labels":[],"label_agreement":null},{"id":"W7034127107","doi":"","title":"Student engagement in technology rich classrooms and its relationship to professors' conceptions of effective teaching","year":2013,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Student engagement; Relation (database); Teaching method; Educational technology; Learning environment; Active learning (machine learning); Semi-structured interview; Technology integration","score_opus":0.013729100232062839,"score_gpt":0.2699928919959218,"score_spread":0.25626379176385894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7034127107","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951533,0.00019005759,0.00083462644,0.0004900147,0.000007133486,0.000017327406,0.000008033332,0.0000069569514,0.00329259],"genre_scores_gemma":[0.99945754,0.00010163783,0.00012000272,0.000032302178,0.000005365638,0.000013572857,0.000006555311,0.0000019808024,0.00026105408],"study_design_codex":"observational","study_design_gemma":"qualitative","domain_scores_codex":[0.9848546,0.0088608675,0.0007914482,0.0009111689,0.0034550151,0.0011270856],"domain_scores_gemma":[0.9325485,0.038859315,0.015454373,0.0018883602,0.0057216594,0.005527733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00894171,0.00015994578,0.0004247769,0.0018710145,0.0021735386,0.006617643,0.00074308476,0.0007788393,0.0022329234],"category_scores_gemma":[0.05175043,0.00029114014,0.0003914422,0.0011915131,0.0030797953,0.0022034834,0.00441151,0.0019042669,0.0001712156],"study_design_candidate":"qualitative","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012804012,0.0007046449,0.60814804,0.00013163334,0.00010509077,0.00028711042,0.3414573,0.00045697586,0.0012406607,0.0068543046,0.0005582877,0.03992791],"study_design_scores_gemma":[0.00003403371,0.0004277584,0.64801943,0.0001626689,0.00006369355,0.00047238672,0.33538875,0.0014807974,0.00072107936,0.004528587,0.008626755,0.00007414049],"about_ca_topic_score_codex":0.0023107028,"about_ca_topic_score_gemma":0.00218033,"teacher_disagreement_score":0.00894171,"about_ca_system_score_codex":0.0024644532,"about_ca_system_score_gemma":0.0016792679,"threshold_uncertainty_score":0.047288835},"labels":[],"label_agreement":null},{"id":"W7034638841","doi":"","title":"Towards a Cavity-Free Future for Infants and Children in Canada:Given recent developments in oral health care policy and practice in Canada and Internationally, what else is needed in terms of investments or other conditions to maximize caries prevention and care amongst infants and children?","year":2023,"lang":"en","type":"book","venue":"Research Portal (King's College London)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Health care; Oral health; Government (linguistics); Investment (military); MEDLINE; Health policy","score_opus":0.01926627372095939,"score_gpt":0.31292628648583576,"score_spread":0.29366001276487635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7034638841","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024393752,0.10131088,0.0083299745,0.22595663,0.005321245,0.00009416722,0.003333404,0.0005703331,0.6306896],"genre_scores_gemma":[0.14843072,0.07932263,0.022336688,0.0074092075,0.0005118019,0.00006462203,0.0014292855,0.00026908432,0.7402259],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993807,0.000027855362,0.000008973177,0.000024607089,0.00037185673,0.00018606558],"domain_scores_gemma":[0.99957067,0.000021738748,0.00001524072,0.000007591705,0.00020462534,0.00018019708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063806813,0.00053895125,0.0003511002,0.0005845413,0.004933135,0.0041618133,0.0013413292,0.0014430652,0.02236486],"category_scores_gemma":[0.000888913,0.00024375427,0.00031689068,0.0014278126,0.0019779578,0.001111791,0.0012508365,0.0017313402,0.0026644873],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027920896,0.000015512363,0.0017017352,0.0003359242,0.000007665063,0.00019104558,0.0015796111,0.0018877654,0.00045819007,0.115159,0.7094785,0.16915709],"study_design_scores_gemma":[0.0000049381642,0.000011711111,0.0056433775,0.00036726383,0.000008586879,0.00014703776,0.0051513934,0.000870376,0.0001624136,0.012927619,0.97468215,0.000023100529],"about_ca_topic_score_codex":0.97600436,"about_ca_topic_score_gemma":0.9957118,"teacher_disagreement_score":0.03019023,"about_ca_system_score_codex":0.03019023,"about_ca_system_score_gemma":0.102794446,"threshold_uncertainty_score":0.21904647},"labels":[],"label_agreement":null},{"id":"W7034797122","doi":"","title":"Windtech International - Inyanga Marine Energy Group opens office in Canada","year":2024,"lang":"en","type":"other","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Group (periodic table); Government (linguistics); Work (physics); Energy (signal processing); Energy security","score_opus":0.0026970328777770882,"score_gpt":0.15917718958774535,"score_spread":0.15648015670996826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7034797122","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0021923431,0.0004062968,0.0014371178,0.0008556237,0.00036668632,0.00006097574,0.005412344,0.00077576464,0.9884928],"genre_scores_gemma":[0.0028814643,0.00017440732,0.00039233436,0.000035127192,0.000011878973,0.000008569529,0.0011264869,0.00021443324,0.99515533],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99941707,0.000018098197,0.000008110411,0.00006399843,0.00033748464,0.0001551983],"domain_scores_gemma":[0.9988955,0.000076454926,0.000023870687,0.00008349721,0.00063504523,0.00028566952],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00045199302,0.0012062616,0.0007178426,0.0016542628,0.0036640777,0.0042543025,0.0009062833,0.0015534164,0.5362442],"category_scores_gemma":[0.0008891772,0.00049890217,0.00051418657,0.0022220165,0.0008869633,0.001219288,0.0013030805,0.0015058574,0.21727096],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012971122,0.00012066731,0.00086057663,0.00010031665,0.000008732496,0.00008737057,0.00007167919,0.0016596839,0.0011002597,0.018226448,0.85118407,0.12645054],"study_design_scores_gemma":[0.00002722207,0.000033758923,0.0019980508,0.00006440659,0.000005691312,0.000024454144,0.0001524746,0.0025745137,0.0011278959,0.0032456662,0.9907323,0.000013459051],"about_ca_topic_score_codex":0.66348594,"about_ca_topic_score_gemma":0.88089377,"teacher_disagreement_score":0.5362442,"about_ca_system_score_codex":0.007912691,"about_ca_system_score_gemma":0.017816575,"threshold_uncertainty_score":0.6769917},"labels":[],"label_agreement":null},{"id":"W7095595559","doi":"","title":"Characterization of Parametric Internal Structures for Components Built by Fused","year":2013,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Windsor; Permission; Documentation; Characterization (materials science); Commons; Parametric statistics","score_opus":0.009819021304986625,"score_gpt":0.20222313116178176,"score_spread":0.19240410985679512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7095595559","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.846398,0.00027091498,0.12529588,0.00009839552,0.000037914455,0.000057673646,0.0012482047,0.0007218339,0.025871145],"genre_scores_gemma":[0.9897217,0.000039385,0.008220368,0.000008488985,0.0000017858669,0.000016264172,0.00048386687,0.00006765128,0.001440414],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993537,0.00003707018,0.000024371151,0.00010806947,0.00040613595,0.00007056709],"domain_scores_gemma":[0.9987299,0.00031920543,0.0001887975,0.00038543716,0.00032178138,0.00005488434],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005750171,0.0003894505,0.00045239908,0.001633047,0.00046521175,0.0012356079,0.0007197662,0.0006840518,0.006163524],"category_scores_gemma":[0.0021660784,0.0004381932,0.00034480964,0.0009059587,0.0009763913,0.0008596433,0.0006192243,0.0004323064,0.00083624927],"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":[0.00068131805,0.00028703496,0.028450625,0.00044991315,0.000082791914,0.00063429284,0.001238845,0.3246266,0.43619418,0.041270915,0.0053745587,0.16070893],"study_design_scores_gemma":[0.000023202956,0.00049830193,0.040194232,0.0000717934,0.00008251141,0.00061529176,0.00055665756,0.6720848,0.26870498,0.007154775,0.009902998,0.000110502726],"about_ca_topic_score_codex":0.000996771,"about_ca_topic_score_gemma":0.0014926036,"teacher_disagreement_score":0.006163524,"about_ca_system_score_codex":0.0006834086,"about_ca_system_score_gemma":0.00061053067,"threshold_uncertainty_score":0.020619094},"labels":[],"label_agreement":null},{"id":"W7099291692","doi":"","title":"Schimmele C: The healthy migrant effect on depression: variation over time","year":2014,"lang":"en","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Immigration; Residence; Depression (economics); Population; Variation (astronomy); Epidemiology","score_opus":0.002152265651400358,"score_gpt":0.18447520760939318,"score_spread":0.1823229419579928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7099291692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90427214,0.011853535,0.04908571,0.024175549,0.00025439516,0.00012564682,0.0023608215,0.00009567571,0.007776552],"genre_scores_gemma":[0.9902021,0.0026716501,0.0030518565,0.0003372752,0.00005380052,0.00003772502,0.0004768715,0.000012902252,0.0031558294],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9993869,0.0002708967,0.00002813877,0.00011051552,0.000098130724,0.00010532931],"domain_scores_gemma":[0.9943342,0.0037437358,0.00073440897,0.00038373304,0.00048770977,0.00031609304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027259325,0.00033768185,0.000633772,0.0009923573,0.0007651274,0.00087420526,0.0005885625,0.00081832416,0.0047913794],"category_scores_gemma":[0.015144989,0.00011347976,0.00087857264,0.0012803583,0.0015548215,0.0006093639,0.00066829077,0.0007973284,0.00020217955],"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":[0.00071654766,0.00019855236,0.70307827,0.00048076417,0.0018075199,0.001131295,0.0015243259,0.05141137,0.0016783855,0.11438751,0.019885864,0.10369964],"study_design_scores_gemma":[0.00015947332,0.0004734883,0.6942659,0.00042828821,0.0016157341,0.00027982352,0.002665542,0.14811431,0.0019443989,0.13153064,0.018398216,0.00012417615],"about_ca_topic_score_codex":0.24012227,"about_ca_topic_score_gemma":0.20968005,"teacher_disagreement_score":0.24012227,"about_ca_system_score_codex":0.0014947506,"about_ca_system_score_gemma":0.002500073,"threshold_uncertainty_score":0.47744918},"labels":[],"label_agreement":null},{"id":"W7111284056","doi":"10.26077/mh55-6542","title":"Deployable Antennas for Small Satellite Constellation Missions","year":2025,"lang":"","type":"other","venue":"Digital Commons - USU (Utah State University)","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Constellation; Spacecraft; Satellite constellation; Satellite; Antenna (radio); Communications satellite; Space exploration; Radio frequency; Range (aeronautics); International Space Station","score_opus":0.013719643912034401,"score_gpt":0.19025782888007475,"score_spread":0.17653818496804036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7111284056","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08039675,0.008330894,0.7770233,0.0023458295,0.0018283221,0.0002852815,0.00057603506,0.0038122209,0.1254013],"genre_scores_gemma":[0.6534322,0.0064510778,0.24614403,0.0013649041,0.0006345684,0.0003598448,0.001243757,0.00058165553,0.08978806],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960023,0.00007317416,0.000016088783,0.000052766623,0.00021051487,0.00004726011],"domain_scores_gemma":[0.9993949,0.00011921853,0.0001190858,0.00012418396,0.00018277463,0.000059759048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003682349,0.0007861872,0.00033981632,0.00064038625,0.00024952617,0.0007272685,0.0007443783,0.0008507452,0.0074548903],"category_scores_gemma":[0.0007977574,0.00025809673,0.0003734779,0.0006028857,0.0003273801,0.0006059593,0.00073338207,0.0009998021,0.004311041],"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":[0.0004218698,0.00008465347,0.002503037,0.0008177645,0.00004694461,0.0009775223,0.00055827596,0.020300077,0.3722392,0.042433884,0.047921818,0.51169497],"study_design_scores_gemma":[0.000113131246,0.0015134527,0.007754174,0.00031224164,0.00007165888,0.0026698504,0.00032688305,0.042056195,0.09210796,0.010687068,0.8422554,0.00013194597],"about_ca_topic_score_codex":0.000882104,"about_ca_topic_score_gemma":0.0011758975,"teacher_disagreement_score":0.0074548903,"about_ca_system_score_codex":0.00091732177,"about_ca_system_score_gemma":0.0002565205,"threshold_uncertainty_score":0.02493912},"labels":[],"label_agreement":null},{"id":"W7125503023","doi":"10.1002/cepa.70205","title":"Seismic Behavior of Multi‐Storey Volumetric Modular Buildings: Comparing Concentrically Braced Frames and Reinforced Concrete Shear Walls","year":2025,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural 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":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"OpenSees; Shear wall; Modular design; Reinforced concrete; Seismic retrofit; Shear (geology); Finite element method; Seismic analysis; Seismic loading","score_opus":0.006657630087396911,"score_gpt":0.21207911472489638,"score_spread":0.20542148463749946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7125503023","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989447,0.0000104020455,0.0006845351,0.0000027020778,0.0000012759511,0.0000016827626,0.000020898775,0.000012610265,0.00032122136],"genre_scores_gemma":[0.9995086,0.0000082218385,0.00032704242,7.954645e-7,4.311247e-7,0.0000014416232,0.000026848349,0.000002047112,0.000124491],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999144,0.000010872857,0.000003865311,0.00001458575,0.000029792467,0.000026491323],"domain_scores_gemma":[0.9998035,0.00006083634,0.000045571964,0.000020791784,0.00003818764,0.00003128715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023690617,0.00044845106,0.00023572662,0.0005784577,0.00014304297,0.00027297606,0.000251786,0.0003124332,0.0009014587],"category_scores_gemma":[0.00037070276,0.00014892707,0.00024016542,0.00031556052,0.00027637335,0.00020387201,0.00028739637,0.00015245765,0.00015937442],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001080441,0.0004397274,0.073100306,0.00014664773,0.000101921105,0.0007076467,0.0004627774,0.5635628,0.31596678,0.0010756757,0.00037453312,0.042980727],"study_design_scores_gemma":[0.00003356589,0.0020137355,0.15980886,0.00003053657,0.000066819535,0.00018492818,0.0008073273,0.77734196,0.058707442,0.0002383473,0.0007229771,0.00004349038],"about_ca_topic_score_codex":0.0030448877,"about_ca_topic_score_gemma":0.005806448,"teacher_disagreement_score":0.0030448877,"about_ca_system_score_codex":0.00021731287,"about_ca_system_score_gemma":0.00016691312,"threshold_uncertainty_score":0.006054282},"labels":[],"label_agreement":null},{"id":"W7131130701","doi":"10.1109/robio66223.2025.11376364","title":"A Tensegrity-based Spherical Mobile Robot with Multiple Rolling Gait Patterns","year":2025,"lang":"","type":"article","venue":"","topic":"Structural Analysis and Optimization","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":"Sciencetech (Canada)","funders":"Natural Science Foundation of Shandong Province; National Natural Science Foundation of China","keywords":"Tensegrity; Robot; Mobile robot; Gait; Mechanism (biology); Robot locomotion; Propulsion","score_opus":0.005621256721183913,"score_gpt":0.20473707396311838,"score_spread":0.19911581724193447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7131130701","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3184562,0.0004051148,0.6688149,0.00019758526,0.00011070725,0.00012402692,0.0001055055,0.0011239279,0.010662031],"genre_scores_gemma":[0.89306504,0.00017049994,0.101650506,0.000046238234,0.0000137661345,0.00009942888,0.00010971338,0.000020474874,0.004824393],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999318,0.000009812792,0.0000038458243,0.000017970167,0.000024833646,0.000011849272],"domain_scores_gemma":[0.99992716,0.000007788444,0.000020058515,0.000013793129,0.000016203096,0.000015071379],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009232917,0.00032542716,0.00023118287,0.0002631239,0.00023194966,0.00018321749,0.0004602572,0.00029415815,0.0016364713],"category_scores_gemma":[0.00014573633,0.00015570686,0.00025142662,0.00018188247,0.0003385733,0.00024487308,0.0003644318,0.00017967353,0.00038335097],"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":[0.00046803313,0.00010731336,0.003039129,0.00041198824,0.00008102315,0.0011754166,0.00027925317,0.22140035,0.52353215,0.01872019,0.0027061217,0.22807908],"study_design_scores_gemma":[0.00014082936,0.0015765899,0.004020862,0.00002942034,0.000057974346,0.0011181025,0.000121183984,0.9197994,0.05682269,0.0025116971,0.013730532,0.000070748036],"about_ca_topic_score_codex":0.0009493677,"about_ca_topic_score_gemma":0.0009222681,"teacher_disagreement_score":0.0016364713,"about_ca_system_score_codex":0.00012488417,"about_ca_system_score_gemma":0.00030309186,"threshold_uncertainty_score":0.0054745674},"labels":[],"label_agreement":null},{"id":"W7133016535","doi":"","title":"Relaxation based analysis of structures containing frame elements and walls","year":2003,"lang":"","type":"dissertation","venue":"TSpace","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Toronto","keywords":"Relaxation (psychology); Shear (geology); Stiffness matrix; Stiffness; Direct stiffness method; Frame (networking); Finite element method; Displacement (psychology)","score_opus":0.009716442950604426,"score_gpt":0.2836899164339134,"score_spread":0.27397347348330897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7133016535","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07714954,0.00011837607,0.9113628,0.00008692585,0.000024435949,0.000036162517,0.00012800969,0.00079918676,0.010294519],"genre_scores_gemma":[0.56849134,0.00031882792,0.4160752,0.000077833625,0.00003540597,0.000120492456,0.0006580867,0.00069077715,0.013532102],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998518,0.000026377762,0.0000041830276,0.000024322035,0.00006631128,0.00002700659],"domain_scores_gemma":[0.99965644,0.0001976211,0.000033623262,0.000034675762,0.00006462451,0.000013046725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027746294,0.00044178744,0.00046542066,0.0003872036,0.00032418975,0.0005734835,0.0006825826,0.0004577394,0.0054389345],"category_scores_gemma":[0.001073541,0.00041977712,0.00049736706,0.00032527826,0.0004328664,0.0005687794,0.00054395193,0.000572814,0.0008687232],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019012566,0.000056571913,0.0009450285,0.00019999206,0.00003769893,0.00023405378,0.00023561587,0.8188239,0.05197251,0.026997121,0.002542216,0.09776525],"study_design_scores_gemma":[0.000008331017,0.000029294462,0.00028140697,0.0000089976575,0.000006074334,0.00004658857,0.000031511805,0.9889665,0.005289942,0.0035740924,0.0017500515,0.000007153889],"about_ca_topic_score_codex":0.0022742394,"about_ca_topic_score_gemma":0.0021778366,"teacher_disagreement_score":0.0054389345,"about_ca_system_score_codex":0.00033766576,"about_ca_system_score_gemma":0.00058307004,"threshold_uncertainty_score":0.018195033},"labels":[],"label_agreement":null},{"id":"W7139935693","doi":"10.23919/cnc-usnc-ursi64444.2025.11420038","title":"Dual Design: Inferring Structure from Fundamental Limits","year":2025,"lang":"","type":"article","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Dual (grammatical number); Limit (mathematics); Noise (video); Set (abstract data type); Sequence (biology)","score_opus":0.013734438108362114,"score_gpt":0.22693377196180786,"score_spread":0.21319933385344575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7139935693","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.027768731,0.00029700363,0.9609563,0.0004961453,0.00004209235,0.000037592734,0.00008869559,0.000116695825,0.010196788],"genre_scores_gemma":[0.69291943,0.0006353799,0.29935765,0.0004070614,0.00011010396,0.00033003322,0.00037365098,0.00025302873,0.005613658],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9980989,0.0008605179,0.00006201202,0.00035125838,0.00046796838,0.00015934702],"domain_scores_gemma":[0.99397296,0.00395587,0.0004957107,0.00072750327,0.00065907533,0.00018888677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0044735605,0.0010557828,0.001153964,0.0012945147,0.0006742175,0.002942652,0.0013923735,0.0017108293,0.004791225],"category_scores_gemma":[0.016998388,0.0009754972,0.00076372334,0.00059313833,0.0033722378,0.003756875,0.002342652,0.0025679048,0.00074120355],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016512423,0.00011987213,0.0020870175,0.00022928257,0.000059405218,0.00012783564,0.00018922596,0.32370654,0.0033040328,0.6249147,0.002056307,0.043040708],"study_design_scores_gemma":[0.000022015125,0.00006320665,0.00016808973,0.00004820078,0.000009621089,0.000047946065,0.0000377553,0.664928,0.0013632306,0.3313814,0.0019127993,0.000017706712],"about_ca_topic_score_codex":0.0007776946,"about_ca_topic_score_gemma":0.0006256373,"teacher_disagreement_score":0.004791225,"about_ca_system_score_codex":0.0013314988,"about_ca_system_score_gemma":0.0014452712,"threshold_uncertainty_score":0.023658752},"labels":[],"label_agreement":null},{"id":"W7161973720","doi":"10.82308/45883","title":"Earthquake-resistant design procedures for tall guyed telecommunication masts","year":2011,"lang":"en","type":"dissertation","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reinforced concrete; Structural system","score_opus":0.019518125754520946,"score_gpt":0.22989720548851564,"score_spread":0.2103790797339947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161973720","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.031171082,0.00014809566,0.9598513,0.00006596073,0.00003960753,0.00013921708,0.0000938885,0.0008505736,0.007640179],"genre_scores_gemma":[0.6209048,0.0002570842,0.3652652,0.00007362506,0.000022686756,0.000417115,0.00031174693,0.00036045126,0.012387205],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996364,0.00008496158,0.000023547169,0.00006519388,0.00014220722,0.000047680536],"domain_scores_gemma":[0.9992494,0.0002909067,0.00013025063,0.00007804025,0.0002165225,0.00003487341],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007643059,0.0009563463,0.000546696,0.00063222006,0.0004294041,0.0009060265,0.0009494641,0.001030737,0.013147861],"category_scores_gemma":[0.0020915898,0.00047973378,0.00087156205,0.00022685078,0.00046812723,0.00041217133,0.00082965917,0.00076482055,0.0019114064],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016489787,0.000071915325,0.0010450823,0.0002815223,0.00003114036,0.0002066983,0.00023435458,0.8818414,0.028419128,0.0076871347,0.0010450261,0.078971796],"study_design_scores_gemma":[0.000033955843,0.00028772073,0.0005237269,0.00004508975,0.000028805334,0.00008183791,0.00010906378,0.9828524,0.0066444534,0.003197623,0.0061786007,0.000016704687],"about_ca_topic_score_codex":0.0024349715,"about_ca_topic_score_gemma":0.0033494793,"teacher_disagreement_score":0.013147861,"about_ca_system_score_codex":0.00047154955,"about_ca_system_score_gemma":0.0009704701,"threshold_uncertainty_score":0.043983996},"labels":[],"label_agreement":null},{"id":"W93646333","doi":"10.56748/ejse.773","title":"Shallow Spherical Shell Rectangular Finite Element for Analysis of Cross Shaped Shell Roof","year":2007,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Finite element method; Shell (structure); Structural engineering; Roof; Mixed finite element method; Deflection (physics); Geometry; Finite element limit analysis; Rigid body; Engineering; Mathematics; Physics; Classical mechanics; Mechanical engineering","score_opus":0.00619210247582762,"score_gpt":0.24035970960021918,"score_spread":0.23416760712439155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W93646333","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010133825,0.00006368507,0.98828155,0.000016870423,0.000008505274,0.000014427808,0.000031134834,0.00015618483,0.001293792],"genre_scores_gemma":[0.36418653,0.00034504422,0.6304703,0.00004756071,0.000013277652,0.00016672126,0.00023601901,0.00012832457,0.0044062817],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987626,0.000036403904,0.0000069411176,0.000014531256,0.000053935255,0.000011998231],"domain_scores_gemma":[0.9998466,0.00006874426,0.00001491799,0.000022153035,0.000038860962,0.000008722873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033142298,0.00039707185,0.0005121888,0.000303523,0.0001424999,0.00022558599,0.00065014017,0.0005007333,0.0013731387],"category_scores_gemma":[0.0004369377,0.00027468006,0.0005624335,0.00024580173,0.00029092844,0.00034136145,0.00045157163,0.00035396632,0.00057002273],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005107553,0.000031610496,0.001424002,0.000158708,0.00003318601,0.0002022814,0.00015200757,0.83182085,0.07865697,0.023613362,0.0007508448,0.06310511],"study_design_scores_gemma":[0.0000030339027,0.000020276919,0.0001570843,0.000008257509,0.000005136689,0.000049215127,0.000013599304,0.99318564,0.0037990992,0.00082031864,0.0019337046,0.0000046310797],"about_ca_topic_score_codex":0.00091750623,"about_ca_topic_score_gemma":0.0017988818,"teacher_disagreement_score":0.0013731387,"about_ca_system_score_codex":0.0001770079,"about_ca_system_score_gemma":0.00039739566,"threshold_uncertainty_score":0.0045936108},"labels":[],"label_agreement":null}]}