{"id":"W2801891186","doi":"10.1139/cjce-2017-0499","title":"Lateral torsional buckling of welded wide flange beams under constant moment","year":2018,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"Concordia University","funders":"Albert Einstein College of Medicine, Yeshiva University; Concordia University; Canadian Institute of Steel Construction","keywords":"Flange; Welding; Structural engineering; Buckling; Residual stress; Moment (physics); Finite element method; Eurocode; Constant (computer programming); Engineering; Materials science; Physics; Mechanical engineering; Computer science; Composite material; Classical mechanics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":true,"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":[0.0004680391,0.0003429694,0.0003077343,0.0008620368,0.0002429095,0.0003167357,0.0005209007,0.000357451,0.002037771],"category_scores_gemma":[0.0006635838,0.0003274903,0.0004811723,0.0002979593,0.0004453311,0.0004101725,0.0003335617,0.0001817413,0.0003006381],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005071411,"about_ca_system_score_gemma":0.0005222724,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006463922,"about_ca_topic_score_gemma":0.01787699,"domain_scores_codex":[0.9997835,0.00002410744,0.00001466683,0.00002872864,0.0001108983,0.0000381643],"domain_scores_gemma":[0.9997236,0.00008720042,0.00006042881,0.00004212319,0.0000720547,0.00001457135],"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":[0.0002721695,0.00006167345,0.01542672,0.0003186926,0.00005247843,0.0004827548,0.0003927689,0.6079924,0.320765,0.004016928,0.0007010232,0.04951752],"study_design_scores_gemma":[0.00001863941,0.0002352063,0.02564689,0.00004064417,0.00002345007,0.0002432356,0.0001567191,0.9004844,0.07054111,0.001142566,0.001429515,0.00003758591],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9496292,0.0002690034,0.03959612,0.00004824631,0.00001107347,0.00004817863,0.0004992631,0.0001522966,0.009746586],"genre_scores_gemma":[0.9938426,0.0001038216,0.00386619,0.000008253064,0.000001415457,0.00002155522,0.0001849593,0.00001910309,0.001952097],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006463922,"threshold_uncertainty_score":0.01285261,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006622711619618992,"score_gpt":0.1794208083443213,"score_spread":0.1727980967247023,"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."}}