{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":3,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":3,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"f67cba22b9a9","filters":{"venue":"Annals of Solid and Structural Mechanics"}},"results":[{"id":"W3096388277","doi":"10.1007/s12356-020-00062-8","title":"Inferring material parameters from imprecise experiments on soft materials by virtual fields method","year":2020,"lang":"en","type":"article","venue":"Annals of Solid and Structural Mechanics","topic":"Elasticity and Material Modeling","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Ontario Tech University","funders":"","keywords":"Digital image correlation; Deformation (meteorology); Silicone rubber; Materials science; Displacement (psychology); Solid mechanics; Displacement field; Ultimate tensile strength; Set (abstract data type); Digital image; Computer science; Field (mathematics); Material properties; Composite material; Structural engineering; Biological system; Image (mathematics); Finite element method; Image processing; Artificial intelligence; Mathematics; Engineering","authors":[{"name":"Nazanin Afsar Kazerooni","is_ca":false},{"name":"Z. Wang","is_ca":true},{"name":"Arun R. Srinivasa","is_ca":false},{"name":"John C. Criscione","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04800044008130151,"gpt":0.2980650964868418,"spread":0.2500646564055403,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002169551,0.001331026,0.001702961,0.001993463,0.0003708742,0.00145349,0.002194894,0.002539766,0.00169006],"category_scores_gemma":[0.008112659,0.001488656,0.001037586,0.00117072,0.002632479,0.004065515,0.002062813,0.001859472,0.0003679612],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005919794,"about_ca_system_score_gemma":0.0007481716,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001568667,"about_ca_topic_score_gemma":0.00169411,"domain_scores_codex":[0.9987944,0.000437608,0.00006021567,0.0002946873,0.0003461526,0.0000668182],"domain_scores_gemma":[0.9933906,0.004487329,0.0005804458,0.00113513,0.0002856593,0.00012088],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0004899399,0.0001866661,0.001734104,0.000329023,0.0001373572,0.0002098414,0.0001260252,0.8614765,0.03875218,0.01232742,0.0007338842,0.08349704],"study_design_scores_gemma":[0.00002328587,0.00003846935,0.000404996,0.000009530972,0.000015732,0.00004725002,0.00001320438,0.9761243,0.004802659,0.01818606,0.0003093841,0.00002514959],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.03308535,0.0002376212,0.9652951,0.00008447673,0.00002473165,0.00002594196,0.0001230736,0.0005901008,0.0005336137],"genre_scores_gemma":[0.7585025,0.0003863478,0.2393456,0.0001163914,0.00006007559,0.000126708,0.0003210031,0.0001920387,0.0009493707],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.002539766,"threshold_uncertainty_score":0.01147383,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2981941954","doi":"10.1007/s12356-019-00053-4","title":"2D dynamic and earthquake response analysis of base isolation systems using a convex optimization framework","year":2019,"lang":"en","type":"article","venue":"Annals of Solid and Structural Mechanics","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Base isolation; Shearing (physics); Base (topology); Computation; Response analysis; Solid mechanics; Structural engineering; Penalty method; Convex optimization; Computer science; Regular polygon; Mathematical optimization; Geology; Mathematics; Engineering; Algorithm; Materials science; Mathematical analysis; Geotechnical engineering; Geometry; Reduction (mathematics)","authors":[{"name":"Nicholas D. Oliveto","is_ca":false},{"name":"Anastasia Athanasiou","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.07432592144824654,"gpt":0.3570653477702752,"spread":0.2827394263220286,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001015923,0.001191934,0.001303136,0.0007681333,0.0004036262,0.00127468,0.0009286033,0.001255279,0.003597204],"category_scores_gemma":[0.002364246,0.0008295825,0.0008366311,0.0005047859,0.000973895,0.001121418,0.001740365,0.000975938,0.0003925771],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007675604,"about_ca_system_score_gemma":0.0008007289,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004225925,"about_ca_topic_score_gemma":0.002878681,"domain_scores_codex":[0.9995652,0.0001819494,0.00001488455,0.0000640721,0.0001153885,0.0000585877],"domain_scores_gemma":[0.9991104,0.0005909151,0.0001051961,0.00003556116,0.0001078688,0.00005001726],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001362677,0.00001416756,0.00007323513,0.00002173237,0.00001236068,0.00002080367,0.00001123715,0.9912581,0.000506577,0.00557976,0.0002590902,0.00222933],"study_design_scores_gemma":[8.279789e-7,0.000003987621,0.0000347674,0.000001101512,0.000001208682,0.000002574574,0.000002534935,0.9987401,0.00003920446,0.001101453,0.00007049189,0.000001721133],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01695644,0.0002630143,0.9753197,0.0003619393,0.00003680991,0.00003969873,0.0001295971,0.0000780339,0.006814603],"genre_scores_gemma":[0.903679,0.0007368296,0.0816733,0.0002500408,0.0001541246,0.0002745824,0.0003251542,0.0002512123,0.01265569],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004225925,"threshold_uncertainty_score":0.01203382,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2995091054","doi":"10.1007/s12356-019-00054-3","title":"Stationary complementary energy high-order theory for the static analysis of beams","year":2019,"lang":"en","type":"article","venue":"Annals of Solid and Structural Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University; University of Ottawa","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Boundary value problem; Isotropy; Orthotropic material; Nonlinear system; Solid mechanics; Timoshenko beam theory; Kinematics; Mathematical analysis; Beam (structure); Finite element method; Shear stress; Transverse plane; Mathematics; Mechanics; Classical mechanics; Physics; Structural engineering","authors":[{"name":"Magdi Mohareb","is_ca":true},{"name":"Amir Fam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01138769119938509,"gpt":0.2596100378851762,"spread":0.2482223466857911,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009795425,0.0008319581,0.001015921,0.001814227,0.0006598608,0.001232609,0.001302636,0.001163813,0.004143103],"category_scores_gemma":[0.002578541,0.0004505185,0.0009460065,0.001099586,0.001711707,0.001856016,0.001095217,0.002066439,0.0009635239],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001201831,"about_ca_system_score_gemma":0.001133479,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002814561,"about_ca_topic_score_gemma":0.003763104,"domain_scores_codex":[0.9996977,0.0001251022,0.000009616761,0.00001759627,0.0001241259,0.00002586299],"domain_scores_gemma":[0.9990464,0.0004615183,0.00005296461,0.00009557516,0.0002704714,0.00007305122],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00001453726,0.00002743308,0.0001318856,0.00004824514,0.00001957292,0.00003630419,0.00004571231,0.05866916,0.00120575,0.9314825,0.002149389,0.006169486],"study_design_scores_gemma":[0.000005076293,0.00001091993,0.0001611037,0.00001221844,0.000007038427,0.00001510227,0.00001779533,0.6049538,0.0001884884,0.3927534,0.001863587,0.00001140281],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02416913,0.002921913,0.9386146,0.000993512,0.0005407853,0.00002920988,0.000128927,0.0001400747,0.03246183],"genre_scores_gemma":[0.7415606,0.007015168,0.1561302,0.001101255,0.001766928,0.0003614792,0.0004941199,0.000443246,0.09112691],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004143103,"threshold_uncertainty_score":0.01385999,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}