{"id":"W4285218648","doi":"10.1007/978-3-031-03811-2_110","title":"Evaluation of the Canadian Seismic Design Provisions for Wide-Flange Columns in Steel Moment-Resisting Frames","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Structural engineering; Buckling; Flange; Square (algebra); Engineering; Moment (physics); Finite element method; Limit (mathematics); Column (typography); Mathematics; Geometry; Physics; Connection (principal bundle)","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009060079,0.0003973435,0.0004914672,0.0007623644,0.0001122337,0.00003973852,0.0003832028,0.0003520002,0.0002425853],"category_scores_gemma":[0.001062115,0.0003965388,0.00018426,0.0003103957,0.00002395647,0.00005891129,0.00006519598,0.0009317922,0.000001103167],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002418888,"about_ca_system_score_gemma":0.0003109474,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.01052531,"about_ca_topic_score_gemma":0.320177,"domain_scores_codex":[0.9980046,0.00004460802,0.0005020287,0.0003461069,0.0006646025,0.0004381273],"domain_scores_gemma":[0.9985007,0.0007439121,0.0001074889,0.0004611343,0.000111542,0.00007522245],"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":[0.000002419029,0.000001773813,0.0000910671,0.0001747177,0.0001215766,0.000002776108,0.0002984269,0.9936557,0.001042194,0.0001901243,0.0000455416,0.004373626],"study_design_scores_gemma":[0.0003483087,0.00002121087,0.001040368,0.0004540446,0.0002906612,0.000003124998,0.000004882577,0.9887083,0.002017176,0.002868812,0.003777392,0.0004656812],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07485763,0.05259712,0.6726319,0.004575359,0.01700712,0.04250841,0.003284763,0.003238476,0.1292992],"genre_scores_gemma":[0.9971546,0.00001883015,0.001986268,0.00003542472,0.00008614745,0.0002433751,0.00004628945,0.0001559415,0.0002731216],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9222969,"threshold_uncertainty_score":0.9998487,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02574926113684058,"score_gpt":0.2266318277694981,"score_spread":0.2008825666326575,"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."}}