{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004492785,0.0001273691,0.0002329717,0.0001451421,0.0001724446,0.00001783616,0.0001861748,0.0000908716,0.00007268464],"category_scores_gemma":[0.00005066242,0.0001625577,0.0001328856,0.0001494343,0.00004957323,0.0001964221,0.00003753131,0.00007274983,0.0000277251],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001203402,"about_ca_system_score_gemma":0.00004086112,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009962966,"about_ca_topic_score_gemma":0.00001089035,"domain_scores_codex":[0.9992781,0.00002525457,0.0001464994,0.0001972094,0.0001357954,0.0002171942],"domain_scores_gemma":[0.999356,0.0000858541,0.0001028686,0.0002026028,0.0001500374,0.0001026031],"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":[0.001023038,0.0002001226,0.01507365,0.001002418,0.00128189,0.000006678932,0.03907531,0.8519856,0.01043246,0.0003118835,0.03904045,0.04056643],"study_design_scores_gemma":[0.001701771,0.00008463265,0.002618184,0.00005798315,0.000166019,7.354366e-7,0.01107023,0.9672011,0.005076194,0.001348407,0.01041226,0.0002625326],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5276731,0.00002414813,0.4715463,0.000058036,0.00008713263,0.0002789994,0.00007172807,0.00007008683,0.0001905273],"genre_scores_gemma":[0.9586725,0.00003124912,0.04045281,0.00001801307,0.00005256247,0.000006231171,0.00004113561,0.00001836244,0.0007071929],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4310935,"threshold_uncertainty_score":0.6628913,"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."}}