{"id":"W4417514454","doi":"10.7712/120125.12823.25077","title":"SELECTION OF SEISMIC MODELLING APPROACH FOR CANADIAN REINFORCED CONCRETE SHEAR WALL BUILDINGS BASED ON THEIR SEISMIC BEHAVIOUR CHARACTERIZATION","year":2025,"lang":"","type":"article","venue":"COMPDYN Proceedings","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Shear wall; Reinforced concrete; Selection (genetic algorithm); Shear (geology); Seismic analysis; Earthquake engineering; Seismic loading","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002804307,0.0012635,0.0004676777,0.002096233,0.001026507,0.001034019,0.001055476,0.0005105676,0.002955117],"category_scores_gemma":[0.0004830449,0.0004394228,0.001330375,0.00193735,0.0002907762,0.0002940194,0.0006334272,0.0004749034,0.0009599764],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.004398622,"about_ca_system_score_gemma":0.007154434,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.5839342,"about_ca_topic_score_gemma":0.7408856,"domain_scores_codex":[0.9994468,0.00004379963,0.00002187897,0.00005022428,0.0002763555,0.000160875],"domain_scores_gemma":[0.9997385,0.00001507874,0.00001670201,0.00001237776,0.0001888766,0.00002846245],"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":[0.0002778745,0.0001019276,0.01671229,0.0003137215,0.00008449709,0.0005270527,0.0006625056,0.7053503,0.06473194,0.01995515,0.01058721,0.1806955],"study_design_scores_gemma":[0.00003815554,0.00007442779,0.02469211,0.0001068852,0.0001397905,0.0002611317,0.0009605556,0.9109098,0.0208176,0.002316434,0.0395602,0.0001229104],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3129593,0.0009469915,0.5653605,0.0006080058,0.0001245162,0.0005588455,0.004043581,0.002075165,0.113323],"genre_scores_gemma":[0.7602684,0.001403508,0.2125153,0.00008066414,0.00002513193,0.0002852957,0.004145411,0.0004313671,0.02084493],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.4160658,"threshold_uncertainty_score":0.8370322,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01168968394498794,"score_gpt":0.2032752683757282,"score_spread":0.1915855844307402,"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."}}