{"id":"W2117990497","doi":"10.1061/(asce)st.1943-541x.0000721","title":"Hybrid Simulation for Earthquake Response of Semirigid Partial-Strength Steel Frames","year":2013,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Toronto","funders":"University of Illinois at Urbana-Champaign","keywords":"Structural engineering; Component (thermodynamics); Finite element method; Connection (principal bundle); Frame (networking); Boundary value problem; Beam (structure); Nonlinear system; Full scale; Column (typography); Boundary (topology); Computer simulation; Size effect on structural strength; Structural system; Engineering; Computer science; Simulation; Mechanical engineering; Mathematics","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":[0.0002195879,0.0002371569,0.0004618203,0.0002981262,0.00003618043,0.00005687077,0.0002074624,0.00008305622,0.00009626964],"category_scores_gemma":[0.0003941002,0.0002046452,0.0002880718,0.0001662647,0.00002272734,0.0004406918,0.00001994719,0.0002723293,0.000003355687],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008768697,"about_ca_system_score_gemma":0.00002079093,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000793764,"about_ca_topic_score_gemma":2.67343e-7,"domain_scores_codex":[0.9984777,0.0000220317,0.0008018707,0.0001154795,0.0002889056,0.0002940122],"domain_scores_gemma":[0.9986566,0.0005121019,0.0002344314,0.0001921399,0.0002694235,0.0001353281],"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":[0.0000683561,0.000001322853,0.0001670541,0.00007250979,0.0001249852,0.000002447152,0.00008768693,0.7222581,0.2747407,0.00001923862,0.00005248487,0.002405162],"study_design_scores_gemma":[0.000641275,0.00009168698,0.02658939,0.00008231332,0.00007644498,0.00004524152,0.00003465335,0.6969438,0.2748896,0.0001041551,0.0002965367,0.0002049262],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9910154,0.0004525902,0.007709204,0.00002987031,0.0005287886,0.0001587491,0.0000166522,0.00008080214,0.00000794015],"genre_scores_gemma":[0.9870886,0.00001027185,0.01256042,0.000005356108,0.0002566422,0.000005413119,0.000003684352,0.00004636164,0.00002323084],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02642234,"threshold_uncertainty_score":0.8345189,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007209408279276366,"score_gpt":0.2230397730206896,"score_spread":0.2158303647414132,"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."}}