{"id":"W2109321732","doi":"10.1002/eqe.843","title":"Seismic performance of a 3D full‐scale high‐ductile steel–concrete composite moment‐resisting frame—Part II: Test results and analytical validation","year":2008,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Structural engineering; Beam (structure); Displacement (psychology); Moment (physics); Column (typography); Limit state design; Ductility (Earth science); Engineering; Cracking; Geotechnical engineering; Materials science; Connection (principal bundle); Composite material; Creep; Physics","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0001367599,0.0004560406,0.0005930304,0.0002873184,0.0002777703,0.00005523711,0.0002308433,0.0001834748,0.00001768123],"category_scores_gemma":[0.0001148066,0.000472639,0.0001142606,0.0005794606,0.0001324311,0.0003276635,0.0001167764,0.0004999929,0.000005757581],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000163726,"about_ca_system_score_gemma":0.00001815034,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007860375,"about_ca_topic_score_gemma":0.00001179637,"domain_scores_codex":[0.9978189,0.00002245011,0.0007558004,0.000448821,0.0004145785,0.0005394485],"domain_scores_gemma":[0.9989293,0.0001914657,0.0001429108,0.0004567978,0.0001068101,0.0001726746],"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":[0.0000722878,0.000004641696,0.02338498,0.0003395627,0.0002670783,0.00001748728,0.0006012867,0.943468,0.02055839,0.0001160334,0.00004347137,0.01112683],"study_design_scores_gemma":[0.0003611756,0.00009226394,0.3999576,0.00007196238,0.00006794863,0.0001142356,0.00001349979,0.5962806,0.002678643,0.000004502859,0.00003883351,0.0003187066],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979934,0.0001031571,0.000475944,0.00004124721,0.0004273931,0.0001662442,0.0002661007,0.0004424459,0.00008407357],"genre_scores_gemma":[0.9915884,0.00007822457,0.007568253,0.000004864846,0.0001854412,0.000006756514,0.0002869199,0.00007356347,0.0002075738],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3765726,"threshold_uncertainty_score":0.9997725,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005432833880703944,"score_gpt":0.1807670469552471,"score_spread":0.1753342130745432,"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."}}