{"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":"629c046a4be8","filters":{"venue":"International Journal of Advanced Structural Engineering"}},"results":[{"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Khandaker M. Anwar Hossain","is_ca":true},{"name":"Katie Chu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004281926446265273,"gpt":0.2174393461124852,"spread":0.21315741966622,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004770366,0.0002545907,0.0004499028,0.0002865302,0.000009996709,0.00003914356,0.0003268457,0.00006455333,0.00009823125],"category_scores_gemma":[0.00004373775,0.0002199819,0.0001035319,0.00006557246,0.000028802,0.0003186879,0.0000697542,0.000310435,5.052319e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001929812,"about_ca_system_score_gemma":0.00001138592,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000008801478,"about_ca_topic_score_gemma":0.000003461606,"domain_scores_codex":[0.9985141,0.000008148474,0.0006869532,0.0001308421,0.0004345768,0.0002253401],"domain_scores_gemma":[0.9993672,0.0001261417,0.0001911411,0.00007374028,0.0001532559,0.00008855859],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00007589626,8.588032e-7,0.01579025,0.0001054665,0.0001648529,0.00002969255,0.0002879944,0.355565,0.6135397,0.0006043282,0.000002284241,0.01383362],"study_design_scores_gemma":[0.004321792,0.0002532649,0.508438,0.0009076017,0.0000512855,0.0003423753,0.0004550599,0.2766766,0.2076612,0.000101759,0.0001489995,0.000642141],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971785,0.0004498593,0.000733639,0.00002148655,0.00138095,0.0001430622,0.00001776473,0.00003309345,0.00004162234],"genre_scores_gemma":[0.9983581,0.00009709104,0.001402441,0.000006187063,0.00008765761,0.000003056263,0.000004609677,0.00002802615,0.00001279239],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4926477,"threshold_uncertainty_score":0.8970603,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Amina Mohammed","is_ca":true},{"name":"Husham Almansour","is_ca":true},{"name":"Beatriz Martín‐Pérez","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02274680360961089,"gpt":0.2848499511581809,"spread":0.26210314754857,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005249538,0.0001684062,0.0003239257,0.0001858689,0.00002763182,0.00001537403,0.0003023209,0.0000629741,0.00006331162],"category_scores_gemma":[0.0008001026,0.0001620628,0.000173898,0.0000978967,0.00005301943,0.0003256458,0.00003519508,0.000157102,3.762869e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002158857,"about_ca_system_score_gemma":0.00005799498,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003139225,"about_ca_topic_score_gemma":0.000002720261,"domain_scores_codex":[0.9981818,0.0000144846,0.0008730009,0.0001105222,0.0006508296,0.0001693936],"domain_scores_gemma":[0.9970016,0.0001976924,0.0003694234,0.0001531852,0.002198278,0.00007977118],"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":[0.0001184734,4.642537e-7,0.00002308812,0.00003425011,0.00003038421,2.042765e-7,0.000255504,0.5973213,0.4007378,0.0001163983,0.000008452838,0.001353709],"study_design_scores_gemma":[0.001585756,0.00008886828,0.0003813856,0.00009885454,0.00003499069,0.000007815084,0.00004000112,0.7139488,0.2835057,0.0001815073,0.0000210683,0.0001052183],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7494732,0.00003439983,0.2490949,0.00001304485,0.001028962,0.0002060181,0.00009383682,0.00002467066,0.00003104528],"genre_scores_gemma":[0.9798797,0.00001546722,0.01991279,0.0000112706,0.0001269562,0.000008274357,0.0000159777,0.00002133787,0.000008199183],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2304066,"threshold_uncertainty_score":0.6608731,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Solid mechanics; Structural engineering; Elasticity (physics); Bending; Materials science; Composite material; Engineering","authors":[{"name":"Hamidreza Yazdani Sarvestani","is_ca":true},{"name":"Ali Naghashpour","is_ca":true},{"name":"Mohammad Heidari‐Rarani","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00726446700739337,"gpt":0.2652616736985198,"spread":0.2579972066911265,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001673274,0.0001449393,0.0003104147,0.0006318637,0.00002281413,0.00005477092,0.0001638841,0.0000461733,0.00001373382],"category_scores_gemma":[0.00009895993,0.000133355,0.0001334103,0.0003445734,0.00002477019,0.0004731283,0.00003935722,0.000146123,5.848868e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001977225,"about_ca_system_score_gemma":0.00001494615,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000087808,"about_ca_topic_score_gemma":0.000004356562,"domain_scores_codex":[0.9989621,0.00001493425,0.0004747495,0.00009543719,0.0003216853,0.0001310966],"domain_scores_gemma":[0.99914,0.00005445712,0.000203171,0.00006980428,0.0004444379,0.00008808715],"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":[0.00004454112,0.00000186704,0.001785702,0.000009225259,0.0009295904,0.000008633977,0.0002002368,0.9372207,0.05590912,0.0004036033,7.040274e-7,0.003486087],"study_design_scores_gemma":[0.0004194407,0.00002363032,0.02054822,0.00003469304,0.0003529603,0.00006087639,0.00002608323,0.9730461,0.005111773,0.0002266299,0.00002354803,0.0001260376],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7433769,0.0003962595,0.2555796,0.000004161378,0.0005628839,0.00002119609,0.00001271558,0.00001741415,0.0000288935],"genre_scores_gemma":[0.9593654,0.00003767141,0.04040273,0.000004047804,0.0001589514,3.070857e-7,0.00001088525,0.00001484429,0.000005137179],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2159886,"threshold_uncertainty_score":0.5438061,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}