{"id":"W2569152399","doi":"","title":"Seismic Design Criteria for Steel Moment Resisting Frames for Collapse Risk Mitigation","year":2015,"lang":"en","type":"article","venue":"ePrints Soton (University of Southampton)","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Progressive collapse; Slab; Framing (construction); Moment (physics); Nonlinear system; Seismic loading; Seismic analysis; Failure mode and effects analysis; Seismic risk; Geotechnical engineering; Geology; Engineering; Reinforced concrete; Seismology; Physics","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001000579,0.000992356,0.000429125,0.001174389,0.0002534462,0.0005524399,0.0004432299,0.0005322716,0.002111298],"category_scores_gemma":[0.00273677,0.0002874262,0.0002611032,0.0002201855,0.0004159572,0.0003428771,0.0003980723,0.0002010088,0.000244247],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006279593,"about_ca_system_score_gemma":0.0005512165,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00171154,"about_ca_topic_score_gemma":0.002793602,"domain_scores_codex":[0.9994016,0.0001954937,0.00002757572,0.00004303474,0.0002415289,0.00009085293],"domain_scores_gemma":[0.999203,0.000328306,0.0001981263,0.0000263312,0.0002004683,0.00004374449],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0002151527,0.00006366612,0.003681569,0.0001371441,0.00002673753,0.0001864482,0.0001365243,0.8971192,0.04102208,0.01082768,0.000934204,0.0456496],"study_design_scores_gemma":[0.00002804259,0.0005718175,0.002922549,0.00004272714,0.00003697236,0.0001144556,0.0001690692,0.9814409,0.009671395,0.002894697,0.002084533,0.00002286659],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4637763,0.0004307542,0.5196547,0.0001550009,0.00002610825,0.0001885372,0.0001135335,0.0002740758,0.01538105],"genre_scores_gemma":[0.9787086,0.00006588934,0.02012032,0.000009911884,0.00001040175,0.00004667863,0.00004739192,0.00001820925,0.0009726416],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002111298,"threshold_uncertainty_score":0.007062972,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03325578286877872,"score_gpt":0.2328744835805285,"score_spread":0.1996187007117498,"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."}}