{"id":"W2074090963","doi":"10.1061/9780784412848.231","title":"Seismic Stability Response of Columns in Multi-Tiered Braced Steel Frames for Industrial Applications","year":2013,"lang":"en","type":"article","venue":"Structures Congress 2013","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Bracing; Structural engineering; Braced frame; Buckling; Flexural strength; Column (typography); Finite element method; Stability (learning theory); Bending; Frame (networking); Nonlinear system; Computer science; Engineering; Geology; Brace; Physics; Connection (principal bundle); Telecommunications","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":[0.00008281251,0.0002533551,0.0001498611,0.0002630737,0.0001425374,0.0001945785,0.0002018698,0.0001952438,0.001021053],"category_scores_gemma":[0.0002384723,0.0001072505,0.0001059414,0.0001382663,0.0001436679,0.0001318698,0.0001066155,0.00009284363,0.0001618662],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002290507,"about_ca_system_score_gemma":0.0001528046,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003106996,"about_ca_topic_score_gemma":0.00844943,"domain_scores_codex":[0.9999317,0.000007851266,0.000002268402,0.00001072136,0.0000313944,0.00001609478],"domain_scores_gemma":[0.9998978,0.00003038096,0.00002148467,0.000008439722,0.00003105243,0.00001077958],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0005257767,0.00009940604,0.0178058,0.00009591774,0.00003974242,0.0004608172,0.0001450064,0.2329852,0.7146333,0.0004195221,0.0002677943,0.03252158],"study_design_scores_gemma":[0.00001663318,0.0008954206,0.09562032,0.00001154795,0.00003280595,0.0002899924,0.0003694979,0.7935685,0.1076614,0.0002584641,0.001250516,0.00002490804],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9915706,0.00005643949,0.007505596,0.0000101695,0.000003645612,0.000004788356,0.00004511152,0.00003207054,0.0007716332],"genre_scores_gemma":[0.998675,0.00002156446,0.0008999924,0.000002881063,0.000001246352,0.000001924003,0.00003312905,0.000003352444,0.0003608839],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003106996,"threshold_uncertainty_score":0.006177783,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03010091756221408,"score_gpt":0.2594184228892224,"score_spread":0.2293175053270083,"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."}}