{"id":"W4387148526","doi":"10.1061/jsendh.steng-12690","title":"Seismic Design of CLT Shear-Wall and Glulam Moment-Resisting Frame Coupled Structure","year":2023,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo; Okanagan University College; University of British Columbia, Okanagan Campus","funders":"","keywords":"Structural engineering; Shear wall; Shear (geology); Moment (physics); Frame (networking); Seismic analysis; Geology; Materials science; Engineering; Physics; Composite material; Classical mechanics; Mechanical engineering","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002439382,0.0003317509,0.000639821,0.0005773216,0.00006852888,0.0000675578,0.0002785707,0.0001559825,0.00003982195],"category_scores_gemma":[0.0001558047,0.0002916119,0.0001578306,0.0007166528,0.00004037669,0.0002811427,0.00006058858,0.0005641818,0.000001740189],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001253698,"about_ca_system_score_gemma":0.00002362433,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002318268,"about_ca_topic_score_gemma":7.33926e-7,"domain_scores_codex":[0.9981225,0.00002261013,0.0007945927,0.0001747851,0.0004602695,0.0004252821],"domain_scores_gemma":[0.999049,0.0001967725,0.0002321277,0.0002041673,0.0001409919,0.0001769264],"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":[0.00001218656,4.969516e-7,0.0004912007,0.0001502428,0.0002104016,0.00001908546,0.0001817081,0.6775846,0.3207691,0.00002546949,0.0000379766,0.0005174541],"study_design_scores_gemma":[0.0004726447,0.00005697375,0.03531662,0.0001619162,0.0001234435,0.0002127496,0.00007715589,0.9296765,0.03329917,0.0002823225,0.0000379271,0.0002825174],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9887898,0.0008716001,0.009408207,0.00005501425,0.0005688135,0.0001000202,0.00001070142,0.0001905767,0.000005246543],"genre_scores_gemma":[0.9879497,0.00009797115,0.01163471,0.000007515663,0.0002180108,0.000001140697,0.000004779254,0.00006770799,0.00001846256],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.28747,"threshold_uncertainty_score":0.9999536,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009002007331416161,"score_gpt":0.2057604555186967,"score_spread":0.1967584481872806,"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."}}