{"id":"W4206398099","doi":"10.1007/s10518-021-01313-8","title":"Stability of wide-flange columns in steel moment-resisting frames: evaluation of the Canadian seismic design requirements","year":2022,"lang":"en","type":"article","venue":"Bulletin of Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flange; Structural engineering; Column (typography); Buckling; Seismic analysis; Moment (physics); Stability (learning theory); Seismic hazard; Limiting; Square (algebra); Engineering; Computer science; Mathematics; Civil engineering; Mechanical engineering; Geometry; Connection (principal bundle)","routes":{"ca_aff":true,"ca_fund":true,"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":[],"consensus_categories":[],"category_scores_codex":[0.001632571,0.0001198845,0.0002497038,0.0002113122,0.00006713227,0.000005867733,0.0002284693,0.00004181527,0.0005733921],"category_scores_gemma":[0.0001733161,0.0001275259,0.00008269965,0.0004311321,0.00002515191,0.00002755238,0.0000492606,0.0001955715,0.000001641224],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003128021,"about_ca_system_score_gemma":0.0001273303,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01202966,"about_ca_topic_score_gemma":0.003478255,"domain_scores_codex":[0.9985088,0.00009317836,0.0004809596,0.0001312815,0.0005436313,0.0002421964],"domain_scores_gemma":[0.9993716,0.0001025136,0.0001011808,0.0002977229,0.00008142422,0.00004552635],"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":[0.000004215863,0.00001736265,0.007773299,0.0001187903,0.00004507478,5.554685e-7,0.0004447089,0.9868558,0.002727849,0.000006614959,0.000289247,0.001716463],"study_design_scores_gemma":[0.000537135,0.00004052783,0.1111381,0.0001166226,0.00007125943,9.253192e-7,0.0004761019,0.872611,0.01002826,0.00001188627,0.004797368,0.0001708337],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9978749,0.0003075459,0.000779618,0.0001071741,0.0001395485,0.0003169941,0.00003160661,0.00002122067,0.0004213694],"genre_scores_gemma":[0.9994096,0.000007673335,0.0004411512,0.00002575304,0.00001179378,0.00005656303,0.000006911855,0.00002014846,0.0000204293],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1142448,"threshold_uncertainty_score":0.9945493,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03269135560190691,"score_gpt":0.2211461162151326,"score_spread":0.1884547606132256,"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."}}