{"id":"W2054193069","doi":"10.1139/l00-003","title":"Proposed provisions for the design of steel beam-columns in S16-2001","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Buckling; Structural engineering; Beam (structure); Bending; Residual stress; Column (typography); Finite element method; Notional amount; Stress (linguistics); Mathematics; Engineering; Materials science; Connection (principal bundle)","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000358715,0.0001486496,0.0002864931,0.0003766728,0.0000502819,0.00003689044,0.0003227745,0.00006960599,0.0002707582],"category_scores_gemma":[0.0001681448,0.0001236023,0.0001320126,0.0004293762,0.00002710792,0.0001260487,0.000003472144,0.0002699479,0.000001983296],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000217397,"about_ca_system_score_gemma":0.0002618665,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009230619,"about_ca_topic_score_gemma":0.02929098,"domain_scores_codex":[0.9989278,0.0000127608,0.0004457537,0.00008167842,0.0001378162,0.0003942371],"domain_scores_gemma":[0.9992203,0.000200808,0.00005536386,0.0001816517,0.0000803299,0.0002615238],"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":[0.000005642861,0.000002108555,0.0002128994,0.00004446806,0.00009375501,0.00001578656,0.0002635853,0.9878255,0.009003794,0.00002445191,0.0006367054,0.001871378],"study_design_scores_gemma":[0.001035901,0.0001564443,0.01236125,0.0004414918,0.0001848053,0.0001226476,0.0001693236,0.9627467,0.01219442,0.0001368834,0.01001754,0.0004325532],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8524701,0.007608158,0.1329618,0.0006728164,0.001811914,0.002017008,0.0001075114,0.0001643179,0.002186347],"genre_scores_gemma":[0.9974679,0.00004873765,0.002204701,0.000009280196,0.0001069864,0.00000748163,9.523311e-7,0.00004076685,0.000113195],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1449978,"threshold_uncertainty_score":0.9884219,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01142256471663944,"score_gpt":0.1869957298580122,"score_spread":0.1755731651413728,"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."}}