{"id":"W2125901495","doi":"10.1139/l09-115","title":"Seismic performance of a 12-storey ductile concrete shear wall system designed according to the 2005<i>National building code of Canada</i>and the 2004 Canadian Standard Association standard A23.3","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shear wall; Cantilever; Structural engineering; Seismic analysis; Shear (geology); Envelope (radar); Structural system; Building code; Engineering; Seismic loading; Geotechnical engineering; Geology","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001656187,0.0001797158,0.000429989,0.0004163376,0.0001873141,0.00005658659,0.0003325088,0.00008619678,0.00002834806],"category_scores_gemma":[0.0002699688,0.0001416353,0.00009152039,0.0003075455,0.00003866634,0.0002085946,0.000009119546,0.0004494574,4.2023e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001901972,"about_ca_system_score_gemma":0.003366968,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.4252029,"about_ca_topic_score_gemma":0.9807174,"domain_scores_codex":[0.9983245,0.00002463158,0.0005564642,0.00009770007,0.0004928462,0.0005038963],"domain_scores_gemma":[0.9985836,0.0001425509,0.0002039815,0.0001607994,0.0003899522,0.0005191622],"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":[0.0000271978,2.521462e-7,0.004559166,0.00011568,0.0002280458,0.000006834257,0.0005958453,0.9875185,0.001980652,0.0001390479,0.00466185,0.0001668865],"study_design_scores_gemma":[0.001444592,0.00007848677,0.004181838,0.0006828027,0.0002198817,0.0001710439,0.000836155,0.9292055,0.006320477,0.00001015202,0.05639584,0.0004531874],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9932752,0.0006890449,0.003691922,0.0007488729,0.0008644651,0.0001584598,0.0002126896,0.00001339446,0.0003459693],"genre_scores_gemma":[0.9993094,0.00004019602,0.0002703846,0.00008958835,0.0002234018,0.000005387468,0.00000222685,0.00003163764,0.00002783385],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5555145,"threshold_uncertainty_score":0.5972857,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003662856178982558,"score_gpt":0.1655685840972015,"score_spread":0.1619057279182189,"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."}}