{"meta":{"query_hash":"629c046a4be8","filters":{"venue":"International Journal of Advanced Structural Engineering"},"cohort_total":3,"direct_labels_cover":0,"predictions_cover":3,"exported":3,"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/629c046a4be8","api":"https://metacan.xera.ac/api/v1/cohort?venue=International+Journal+of+Advanced+Structural+Engineering"},"results":[{"id":"W2147057298","doi":"10.1007/s40091-014-0073-2","title":"Bending analysis of a general cross-ply laminate using 3D elasticity solution and layerwise theory","year":2015,"lang":"en","type":"article","venue":"International Journal of Advanced Structural Engineering","topic":"Composite Structure 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":"Concordia University","funders":"","keywords":"Solid mechanics; Structural engineering; Elasticity (physics); Bending; Materials science; Composite material; Engineering","score_opus":0.00726446700739337,"score_gpt":0.26526167369851983,"score_spread":0.25799720669112647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2147057298","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74337685,0.00039625954,0.25557962,0.000004161378,0.00056288386,0.000021196092,0.000012715581,0.000017414153,0.000028893504],"genre_scores_gemma":[0.9593654,0.00003767141,0.040402725,0.0000040478044,0.00015895136,3.070857e-7,0.000010885252,0.000014844288,0.0000051371785],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989621,0.000014934247,0.00047474945,0.000095437186,0.00032168528,0.00013109657],"domain_scores_gemma":[0.99914,0.00005445712,0.00020317103,0.00006980428,0.0004444379,0.00008808715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016732741,0.00014493935,0.00031041473,0.0006318637,0.000022814125,0.00005477092,0.00016388406,0.000046173296,0.000013733824],"category_scores_gemma":[0.00009895993,0.00013335505,0.00013341026,0.00034457337,0.000024770194,0.00047312828,0.00003935722,0.000146123,5.848868e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004454112,0.0000018670398,0.0017857018,0.0000092252585,0.0009295904,0.000008633977,0.0002002368,0.9372207,0.055909116,0.00040360328,7.040274e-7,0.0034860873],"study_design_scores_gemma":[0.00041944068,0.000023630324,0.020548215,0.000034693036,0.00035296034,0.00006087639,0.000026083226,0.9730461,0.005111773,0.00022662987,0.000023548031,0.00012603763],"about_ca_topic_score_codex":0.0000087808,"about_ca_topic_score_gemma":0.0000043565624,"teacher_disagreement_score":0.21598858,"about_ca_system_score_codex":0.00019772252,"about_ca_system_score_gemma":0.000014946146,"threshold_uncertainty_score":0.5438061},"labels":[],"label_agreement":null},{"id":"W2899258777","doi":"10.1007/s40091-018-0204-2","title":"Simplified finite element model for evaluation of ultimate capacity of corrosion-damaged reinforced concrete beam-columns","year":2018,"lang":"en","type":"article","venue":"International Journal of Advanced Structural Engineering","topic":"Concrete Corrosion and Durability","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 Ottawa; National Research Council Canada","funders":"","keywords":"Structural engineering; Corrosion; Finite element method; Beam (structure); Solid mechanics; Stiffness; Nonlinear system; Slab; Girder; Materials science; Displacement (psychology); Reinforcement; Sensitivity (control systems); Convergence (economics); Structural health monitoring; Engineering; Composite material; Physics","score_opus":0.022746803609610886,"score_gpt":0.2848499511581809,"score_spread":0.26210314754857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2899258777","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74947315,0.000034399833,0.24909486,0.000013044847,0.001028962,0.00020601807,0.000093836825,0.00002467066,0.000031045278],"genre_scores_gemma":[0.97987974,0.000015467216,0.019912792,0.000011270601,0.00012695623,0.000008274357,0.000015977696,0.00002133787,0.000008199183],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99818176,0.000014484602,0.0008730009,0.00011052219,0.0006508296,0.00016939364],"domain_scores_gemma":[0.99700165,0.00019769235,0.0003694234,0.0001531852,0.0021982777,0.000079771184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005249538,0.00016840623,0.00032392566,0.00018586889,0.000027631819,0.000015374027,0.00030232087,0.000062974104,0.00006331162],"category_scores_gemma":[0.0008001026,0.00016206283,0.00017389802,0.0000978967,0.00005301943,0.00032564581,0.000035195077,0.00015710195,3.7628692e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000118473385,4.6425373e-7,0.000023088121,0.000034250108,0.000030384208,2.0427647e-7,0.000255504,0.5973213,0.40073782,0.00011639828,0.000008452838,0.0013537095],"study_design_scores_gemma":[0.001585756,0.000088868284,0.00038138556,0.000098854536,0.000034990688,0.000007815084,0.00004000112,0.7139488,0.28350574,0.00018150728,0.000021068296,0.00010521828],"about_ca_topic_score_codex":0.0000031392253,"about_ca_topic_score_gemma":0.0000027202611,"teacher_disagreement_score":0.23040655,"about_ca_system_score_codex":0.0002158857,"about_ca_system_score_gemma":0.000057994977,"threshold_uncertainty_score":0.66087306},"labels":[],"label_agreement":null},{"id":"W2945666831","doi":"10.1007/s40091-019-0228-2","title":"Confinement of six different concretes in CFST columns having different shapes and slenderness","year":2019,"lang":"en","type":"article","venue":"International Journal of Advanced Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Materials science; Solid mechanics; Buckling; Crumb rubber; Column (typography); Displacement (psychology); Composite material; Cementitious; Composite number; Natural rubber; Geotechnical engineering; Engineering; Cement","score_opus":0.004281926446265273,"score_gpt":0.21743934611248522,"score_spread":0.21315741966621995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945666831","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971785,0.0004498593,0.000733639,0.00002148655,0.0013809504,0.00014306219,0.000017764727,0.000033093453,0.00004162234],"genre_scores_gemma":[0.99835813,0.00009709104,0.0014024413,0.0000061870633,0.00008765761,0.0000030562635,0.000004609677,0.000028026148,0.0000127923895],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9985141,0.000008148474,0.0006869532,0.0001308421,0.00043457677,0.00022534015],"domain_scores_gemma":[0.9993672,0.00012614175,0.00019114111,0.00007374028,0.0001532559,0.00008855859],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000047703656,0.00025459068,0.00044990284,0.00028653015,0.000009996709,0.000039143564,0.00032684574,0.00006455333,0.00009823125],"category_scores_gemma":[0.00004373775,0.00021998194,0.00010353194,0.00006557246,0.000028801996,0.00031868793,0.0000697542,0.000310435,5.052319e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000075896256,8.588032e-7,0.015790248,0.00010546653,0.00016485287,0.000029692546,0.00028799442,0.35556504,0.6135397,0.0006043282,0.0000022842412,0.013833618],"study_design_scores_gemma":[0.004321792,0.00025326485,0.508438,0.00090760173,0.0000512855,0.00034237528,0.00045505987,0.2766766,0.20766115,0.000101758975,0.0001489995,0.00064214104],"about_ca_topic_score_codex":0.000008801478,"about_ca_topic_score_gemma":0.0000034616062,"teacher_disagreement_score":0.49264774,"about_ca_system_score_codex":0.00019298116,"about_ca_system_score_gemma":0.000011385919,"threshold_uncertainty_score":0.89706033},"labels":[],"label_agreement":null}]}