{"id":"W1998291613","doi":"10.1002/eqe.629","title":"Behaviour and modelling of partial‐strength beam‐to‐column composite joints for seismic applications","year":2006,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Flange; Slab; Engineering; Ductility (Earth science); Beam (structure); Parametric statistics; Geotechnical engineering; Materials science; Composite material; Creep; Mathematics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00007040016,0.0003328202,0.0004181683,0.00023233,0.000103073,0.00006784797,0.0001888023,0.0001226044,0.000004852866],"category_scores_gemma":[0.00001010177,0.0003726198,0.0001407604,0.000358029,0.00003604469,0.0001184049,0.00004599275,0.0002100632,0.000002902786],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001010546,"about_ca_system_score_gemma":0.000009454148,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002364321,"about_ca_topic_score_gemma":0.00005191691,"domain_scores_codex":[0.9985373,0.000006890127,0.000495789,0.0003330078,0.0001933677,0.0004336203],"domain_scores_gemma":[0.9993102,0.00008107254,0.00006833478,0.0003250952,0.00008435807,0.0001309656],"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":[0.00000530266,0.000003436128,0.002315837,0.0001201082,0.00006132553,8.007989e-7,0.00004760068,0.9823526,0.004447279,0.0008285615,0.0000111588,0.009806009],"study_design_scores_gemma":[0.0002323974,0.00002225599,0.1487286,0.0000327118,0.00009397086,0.00001259928,0.00001179104,0.8451768,0.005018926,0.0002365865,0.000088778,0.0003446901],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7647453,0.0001252566,0.2340714,0.00001814632,0.0001541481,0.000370224,0.0002091509,0.0002870976,0.00001922544],"genre_scores_gemma":[0.966681,0.000008570532,0.03273144,0.00000558322,0.0001459978,0.00007592625,0.0002119847,0.00008091218,0.00005857392],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2019357,"threshold_uncertainty_score":0.9998726,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005606797148250677,"score_gpt":0.1905510075312988,"score_spread":0.1849442103830481,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}