{"id":"W2317160002","doi":"10.1007/s11709-016-0340-3","title":"Performance assessment of innovative seismic resilient steel knee braced frame","year":2016,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural engineering; OpenSees; Braced frame; Truss; Finite element method; Engineering; Buckling; Incremental Dynamic Analysis; Dissipation; Structural system; Seismic loading; Earthquake simulation; Earthquake engineering; Seismic analysis; Frame (networking); Mechanical engineering","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004502555,0.0007120493,0.0004825824,0.0006992329,0.0002807736,0.0004343476,0.0007620277,0.0006010328,0.001829411],"category_scores_gemma":[0.0004194179,0.0001366599,0.0003483835,0.0003860612,0.0002791891,0.0002789425,0.0002422599,0.0001693783,0.0003416422],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003691247,"about_ca_system_score_gemma":0.0002809075,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001940348,"about_ca_topic_score_gemma":0.002060679,"domain_scores_codex":[0.9997914,0.00004006611,0.000007521181,0.00002764389,0.00008998889,0.00004337289],"domain_scores_gemma":[0.9997739,0.00003918633,0.00004477537,0.00002406942,0.0000933231,0.00002475732],"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":[0.002651853,0.00032332,0.00830403,0.0002967444,0.00009536337,0.0006304162,0.0002029626,0.6541441,0.272639,0.002668676,0.0008672205,0.05717638],"study_design_scores_gemma":[0.00005515801,0.003274678,0.01601303,0.00001899957,0.00009518096,0.0001135782,0.0001670468,0.9336976,0.04528409,0.000316914,0.000932181,0.00003156747],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.977412,0.0001454027,0.01652951,0.00003374959,0.00002091136,0.00001837564,0.0001003044,0.0001303849,0.005609414],"genre_scores_gemma":[0.9977757,0.00003514584,0.001314795,0.000003436747,0.000002859568,0.000006516677,0.00005835668,0.000005478473,0.0007975961],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001940348,"threshold_uncertainty_score":0.006120026,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003532382056586324,"score_gpt":0.1885584909316451,"score_spread":0.1850261088750587,"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."}}