{"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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005503594,0.000921609,0.001208865,0.001584119,0.0006690346,0.0003080481,0.0007671427,0.0005766057,0.00004212813],"category_scores_gemma":[0.00006790765,0.0009809047,0.0006021064,0.001506661,0.0001397981,0.0006029092,0.00006217996,0.000723787,0.000003453966],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001073101,"about_ca_system_score_gemma":0.0003892856,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009265014,"about_ca_topic_score_gemma":0.00002065225,"domain_scores_codex":[0.9960378,0.00001891692,0.001341197,0.001057213,0.0004114614,0.001133411],"domain_scores_gemma":[0.9977646,0.00009341635,0.0005238666,0.0002902147,0.0009314343,0.0003963996],"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":[0.0002606346,0.000009365757,0.0007841317,0.001333038,0.0003108465,4.113906e-7,0.0006077735,0.9407589,0.05127081,0.00282788,0.0006523455,0.001183858],"study_design_scores_gemma":[0.001246942,0.0001942277,0.0002849837,0.0006709042,0.0004829427,0.000005777494,0.0002499809,0.9572292,0.03567446,0.0001537415,0.002997886,0.0008089809],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6085916,0.00005999824,0.3873661,0.0005640772,0.0003218738,0.001272023,0.00012464,0.0001942428,0.001505533],"genre_scores_gemma":[0.9867277,0.00007273762,0.009922155,0.001297445,0.0001751879,0.0001419055,0.0005360828,0.000133235,0.0009935123],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3781362,"threshold_uncertainty_score":0.9992641,"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."}}