{"id":"W2600959581","doi":"10.1002/eqe.2892","title":"Collapse risk of controlled rocking steel braced frames with different post‐tensioning and energy dissipation designs","year":2017,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Institute of Steel Construction; McMaster University","keywords":"Dissipation; Structural engineering; Braced frame; Engineering; Seismic analysis; Energy (signal processing); Brace; Forensic engineering; Frame (networking); Mechanical engineering; Physics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007197264,0.0007652438,0.0003929229,0.0009972089,0.0002366811,0.0003062857,0.000484779,0.0005337967,0.001472363],"category_scores_gemma":[0.001250216,0.0002213136,0.0004633212,0.0002951484,0.0003160769,0.000272789,0.0003573506,0.0002393657,0.0001819942],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003811438,"about_ca_system_score_gemma":0.000191886,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002723116,"about_ca_topic_score_gemma":0.003980583,"domain_scores_codex":[0.999637,0.0000649483,0.00002476404,0.00005164316,0.0001374514,0.00008421704],"domain_scores_gemma":[0.9987515,0.0004110442,0.0002797989,0.0001100806,0.0003426507,0.0001049175],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.007567604,0.0008532041,0.08074643,0.0003297429,0.0002772943,0.001294377,0.0003616775,0.3948116,0.4664946,0.0007430064,0.0008707525,0.04564976],"study_design_scores_gemma":[0.0002419834,0.02300146,0.2977784,0.00007477989,0.0004279047,0.0006286967,0.0007472761,0.3848033,0.290461,0.0003661346,0.001294012,0.0001749556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989032,0.00003406381,0.0006928506,0.000003613923,0.000002708684,0.000007574937,0.00004339204,0.00002057617,0.0002919505],"genre_scores_gemma":[0.9993638,0.00001269531,0.0003796363,0.000001694416,6.768142e-7,0.00000516739,0.00005609414,0.000003081049,0.0001772064],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002723116,"threshold_uncertainty_score":0.005414486,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004211009669588751,"score_gpt":0.1868342078532408,"score_spread":0.182623198183652,"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."}}