{"id":"W2613995163","doi":"10.5505/pajes.2013.22932","title":"The Seismic Performance Evaluation of An Eccentrically Braced Steel Frame by Non-Linear Analyses","year":2013,"lang":"en","type":"article","venue":"Pamukkale University Journal of Engineering Sciences","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Brace; Braced frame; Structural engineering; Ductility (Earth science); Geology; Bending moment; Seismic analysis; Frame (networking); Engineering; Materials science; Creep; 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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008102139,0.0001023523,0.0001745524,0.0002544367,0.000163449,0.00004355125,0.0005053779,0.00004046001,0.00002771311],"category_scores_gemma":[0.00004898297,0.00007686301,0.00008525189,0.0006898141,0.00009282357,0.0009814084,0.00002080762,0.0001614587,0.000005371044],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000829964,"about_ca_system_score_gemma":0.00006691383,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002807081,"about_ca_topic_score_gemma":0.000001234412,"domain_scores_codex":[0.9988693,0.00002705748,0.0002441996,0.00008514224,0.0005695404,0.0002047319],"domain_scores_gemma":[0.9992852,0.00008151926,0.0001319693,0.0001177605,0.0002958619,0.00008765551],"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":[0.000002596284,0.00001179379,0.0005695096,0.000008717623,0.00005534403,5.855186e-7,0.0001347756,0.9811687,0.01299492,0.00000251191,0.000197017,0.004853523],"study_design_scores_gemma":[0.0002316336,0.00008395642,0.004795294,0.00003640438,0.00008522501,0.000006546937,0.0008264182,0.9864879,0.006866428,0.000004084326,0.0004828395,0.00009325793],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9912232,0.0004444406,0.007864713,0.0000549232,0.0001346328,0.0000559862,0.000002054988,0.00001785472,0.0002022347],"genre_scores_gemma":[0.9982854,0.0005301787,0.001087937,0.000008471719,0.00004325558,2.209547e-7,9.865188e-7,0.000005350006,0.00003820987],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00706223,"threshold_uncertainty_score":0.3134383,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01888280914441868,"score_gpt":0.2446883491876773,"score_spread":0.2258055400432586,"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."}}