{"id":"W3145349682","doi":"10.1016/j.engstruct.2021.112209","title":"Seismic performance of controlled-rocking concentrically braced frames designed by the equivalent energy procedure","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Structural engineering; Dissipation; Braced frame; Seismic analysis; Frame (networking); Restoring force; Deformation (meteorology); Seismic retrofit; Energy (signal processing); Residual; Computer science; Engineering; Geology; Reinforced concrete; Mechanical engineering; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007655394,0.0002506165,0.0004197367,0.00007604616,0.00007693469,0.00004405604,0.0002540391,0.0001047898,0.00006594307],"category_scores_gemma":[0.00006603935,0.0001866289,0.0001486008,0.0003750559,0.00003069067,0.000114054,0.000038035,0.000237449,0.000001485394],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005047648,"about_ca_system_score_gemma":0.00004468786,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007673808,"about_ca_topic_score_gemma":4.026602e-7,"domain_scores_codex":[0.9988207,0.00001665696,0.0003589876,0.0001882808,0.0002652658,0.000350067],"domain_scores_gemma":[0.9994162,0.0001140085,0.00006274493,0.0002744376,0.00007149742,0.00006109454],"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":[0.00001820103,0.000006017975,0.0002012492,0.0001147912,0.0002401948,0.000003099999,0.0001457919,0.9491228,0.04597674,0.000166149,0.001668811,0.002336186],"study_design_scores_gemma":[0.0007838106,0.00002225719,0.0007950932,0.00006196841,0.0000772907,0.00002386778,0.00006040962,0.8159079,0.1785256,0.00002953108,0.003484349,0.0002279124],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9417669,0.007701801,0.04964451,0.0001066161,0.0002967674,0.00009428148,0.00001273931,0.0002196436,0.0001567434],"genre_scores_gemma":[0.9983166,0.0005772057,0.0005494457,0.0001749118,0.0001297926,0.00002428409,0.00002039828,0.00003993291,0.0001674238],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1332149,"threshold_uncertainty_score":0.7610506,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00379443732384903,"score_gpt":0.1862468798293876,"score_spread":0.1824524425055385,"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."}}