{"id":"W2906309387","doi":"10.1002/eqe.3146","title":"Seismic behavior of coupled steel plate shear walls with simple boundary frame connections","year":2018,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"Faculty of Graduate Studies and Research, University of Alberta","keywords":"Shear wall; Structural engineering; Steel plate shear wall; Dissipation; Stiffness; Hysteresis; Engineering; Seismic loading; Nonlinear system; Physics","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":[0.0002747369,0.0004681778,0.0002908971,0.0005208421,0.0001692599,0.0002738645,0.0003938143,0.0004399035,0.001391708],"category_scores_gemma":[0.0004544331,0.0002595178,0.0002653747,0.0002806973,0.0004200091,0.0002798223,0.0003790534,0.0002192179,0.0002903402],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001606189,"about_ca_system_score_gemma":0.0001489867,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007299627,"about_ca_topic_score_gemma":0.001189565,"domain_scores_codex":[0.9997478,0.0000319349,0.00001497867,0.00004373659,0.0001193359,0.00004222509],"domain_scores_gemma":[0.9996075,0.00006498517,0.0001207672,0.0000471565,0.00009760548,0.00006204365],"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":[0.0005459731,0.00009023867,0.007005341,0.00009536649,0.00005540257,0.0004492693,0.0002111925,0.02575373,0.9556662,0.0004552018,0.0002034786,0.009468672],"study_design_scores_gemma":[0.00006775914,0.003943518,0.0380586,0.0000444377,0.0001036336,0.0002085083,0.0004540996,0.1621881,0.7930496,0.0001560851,0.001653324,0.00007237805],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981951,0.00002236569,0.001243454,0.00000409284,0.000006302634,0.000004707507,0.00001984891,0.00003009443,0.000473959],"genre_scores_gemma":[0.9984651,0.00001813731,0.0009673726,0.000002915106,0.000001292299,0.000005753439,0.00003224983,0.000004466261,0.0005027684],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001391708,"threshold_uncertainty_score":0.004655719,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004655972814604168,"score_gpt":0.2006358515036381,"score_spread":0.195979878689034,"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."}}