{"id":"W2132828213","doi":"10.1061/(asce)st.1943-541x.0001446","title":"Compressive Behavior of Gusset Plates Connected with Single-Angle Members","year":2015,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China; Nanyang Technological University","keywords":"Structural engineering; Buckling; Compressive strength; Eccentricity (behavior); Bracing; Parametric statistics; Bending; Finite element method; Deformation (meteorology); Materials science; Engineering; Composite material; Brace; 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":[0.00008657591,0.0002594873,0.0005435217,0.0002983049,0.00002128577,0.00003920943,0.0002622017,0.0000881411,0.00004079749],"category_scores_gemma":[0.00009514355,0.0001976469,0.0001315207,0.0003674887,0.0000437191,0.0003270698,0.00002874604,0.0003438558,9.959268e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001588892,"about_ca_system_score_gemma":0.00002534436,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003511906,"about_ca_topic_score_gemma":0.000006185346,"domain_scores_codex":[0.9986335,0.00001244197,0.0005554092,0.0001083959,0.0004238429,0.0002664152],"domain_scores_gemma":[0.9989406,0.00007859316,0.0002467169,0.0001753977,0.0003366482,0.0002220688],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004322179,0.000004541366,0.002190618,0.00005892272,0.0003411928,0.00008285268,0.0004313407,0.7084115,0.287966,0.0000337229,0.00007477641,0.0003613564],"study_design_scores_gemma":[0.002756864,0.000627586,0.03215533,0.0004333633,0.000758,0.002110907,0.0008083477,0.146343,0.8128754,0.00007229907,0.0002353119,0.000823464],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982222,0.0006011054,0.0003862073,0.00001171396,0.0004906192,0.00007186156,0.00001381065,0.00009642334,0.0001060555],"genre_scores_gemma":[0.9907297,0.000004562292,0.009060462,0.000002829562,0.0001394563,0.0000016236,0.000006085814,0.00004731232,0.000007997031],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5620685,"threshold_uncertainty_score":0.8059807,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01392704001306652,"score_gpt":0.2035122662374023,"score_spread":0.1895852262243357,"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."}}