{"id":"W2160446419","doi":"10.1002/eqe.853","title":"Collapse of a nonductile concrete frame: Shaking table tests","year":2008,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Earthquake shaking table; Structural engineering; Reinforced concrete; Earthquake engineering; Geotechnical engineering; Progressive collapse; Engineering; Flexural strength; Column (typography); Frame (networking); Shear wall; Shear (geology); Ground motion; Geology; Forensic engineering","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004628296,0.0004818102,0.0002340157,0.0007360108,0.0003068589,0.0001475649,0.0004311214,0.0003630072,0.002157539],"category_scores_gemma":[0.0008331041,0.000214363,0.0003150771,0.0003397966,0.0004149177,0.0001604809,0.0004149311,0.0002933301,0.0002987484],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00028896,"about_ca_system_score_gemma":0.0002176733,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004259436,"about_ca_topic_score_gemma":0.006255984,"domain_scores_codex":[0.9996367,0.00004181085,0.00002618323,0.00005205027,0.0001832806,0.00005992773],"domain_scores_gemma":[0.9995357,0.0001172154,0.00008254638,0.00005444522,0.0001168665,0.00009318117],"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":[0.001761427,0.0005322518,0.01931994,0.00009073296,0.0000373112,0.001084883,0.0007936101,0.02135067,0.9425789,0.0002333694,0.0002829804,0.01193387],"study_design_scores_gemma":[0.00009917759,0.01474188,0.1218034,0.0000388077,0.00008177944,0.0005739589,0.0005995057,0.06487442,0.7960486,0.0001645757,0.0009147963,0.00005900747],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986909,0.00001841296,0.0007805859,0.000005233189,0.000004274204,0.00002009715,0.000102834,0.00002299592,0.0003546105],"genre_scores_gemma":[0.9989813,0.000021102,0.0003367007,0.00000438469,0.00000138704,0.000006126245,0.0001309943,0.000003717471,0.000514188],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004259436,"threshold_uncertainty_score":0.008469284,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005914853368012171,"score_gpt":0.1885092962013812,"score_spread":0.182594442833369,"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."}}