{"id":"W2040638144","doi":"10.1139/l05-007","title":"Application of the equivalent static force procedure for the seismic design of multistorey buildings with vertical mass irregularity","year":2005,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Structural engineering; Classification of discontinuities; Static analysis; Shear force; Building code; Shear wall; Seismic analysis; Moment (physics); Engineering; Seismic loading; Geotechnical engineering; Induced seismicity; Shear (geology); Geology; Mathematics; Seismology; Physics","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"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":[0.0003930025,0.0007116178,0.0003705625,0.0007881146,0.0003047408,0.0003394763,0.0006093183,0.0004933267,0.004319833],"category_scores_gemma":[0.001127078,0.0002813353,0.0005923373,0.000242143,0.0003280906,0.0003062819,0.0002998784,0.0002453943,0.0003862933],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003709708,"about_ca_system_score_gemma":0.0006038274,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006632838,"about_ca_topic_score_gemma":0.01019709,"domain_scores_codex":[0.9997439,0.00007090813,0.000009274399,0.00001826233,0.0001339579,0.0000236549],"domain_scores_gemma":[0.9997662,0.0001124453,0.00002501528,0.00001770315,0.00006929431,0.000009357293],"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":[0.0001259536,0.0001226301,0.001350461,0.00007176636,0.00002904031,0.0002338814,0.00008988247,0.8089605,0.02273124,0.007646836,0.000492718,0.1581451],"study_design_scores_gemma":[0.00001039143,0.00008572161,0.0004957418,0.00000358414,0.000008665116,0.00004915142,0.00001705497,0.9957879,0.00200442,0.0007285669,0.0008032784,0.000005410445],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07415938,0.00002845291,0.9216617,0.00002280285,0.00001216781,0.00005570634,0.00003419882,0.0002010302,0.00382469],"genre_scores_gemma":[0.74182,0.00008282973,0.2542014,0.00002378776,0.00002029315,0.0001432089,0.0001271739,0.00009984504,0.003481488],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006632838,"threshold_uncertainty_score":0.01445132,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007566940428295518,"score_gpt":0.1873204445889746,"score_spread":0.1797535041606791,"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."}}