{"id":"W2127162474","doi":"10.1002/eqe.829","title":"Seismic performance of a 3D full‐scale high‐ductility steel–concrete composite moment‐resisting structure—Part I: Design and testing procedure","year":2008,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Polytechnique Montréal","keywords":"Structural engineering; Serviceability (structure); Dissipation; Engineering; Flexural strength; Full scale; Ductility (Earth science); Seismic analysis; Earthquake resistant structures; Structural system; Limit state design; Materials science; Composite material","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004242609,0.0005838441,0.0003451807,0.0005992465,0.0002152963,0.0002534653,0.001006504,0.0006782151,0.002078707],"category_scores_gemma":[0.0005565666,0.0003747701,0.0003869651,0.0002179944,0.0005042467,0.00018603,0.0004130871,0.0002941565,0.0004693077],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003337401,"about_ca_system_score_gemma":0.0004111116,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001393711,"about_ca_topic_score_gemma":0.001334733,"domain_scores_codex":[0.9996893,0.00004426061,0.00001879708,0.00005544377,0.000152977,0.00003916773],"domain_scores_gemma":[0.9995124,0.0001064064,0.00006543849,0.0001116961,0.00009889516,0.0001052124],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0007931631,0.0005017776,0.005921278,0.000177,0.00004873888,0.0006502637,0.0004150784,0.193629,0.780557,0.0003859803,0.0003276757,0.01659305],"study_design_scores_gemma":[0.0002389324,0.007941402,0.04564056,0.00003099846,0.0000953967,0.0004805962,0.0002134666,0.3323061,0.61055,0.0001927906,0.002200977,0.0001088401],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9851052,0.0000243496,0.01325303,0.00001564736,0.00000815463,0.00008650293,0.0002876658,0.0002236526,0.0009958207],"genre_scores_gemma":[0.9902927,0.00002656107,0.008492191,0.00000839146,0.000001972281,0.00007834538,0.0001993099,0.00001993967,0.0008805055],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002078707,"threshold_uncertainty_score":0.006953955,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0090886737059775,"score_gpt":0.1824083049855496,"score_spread":0.1733196312795721,"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."}}