{"id":"W2016091960","doi":"10.1002/tal.517","title":"Seismic performance of a 20‐story steel‐frame building in Canada","year":2009,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"ca_institutions":"Concordia University","funders":"Concordia University","keywords":"Structural engineering; Deflection (physics); Seismic analysis; Ground motion; Displacement (psychology); Context (archaeology); Engineering; Frame (networking); Steel frame; Computer science; Civil engineering; Mechanical engineering; Geology","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":[0.0001403827,0.0001505076,0.0002948066,0.00009669281,0.00005706099,0.000009241985,0.0002239501,0.00004089518,0.00002504932],"category_scores_gemma":[0.000009015659,0.0001125503,0.00004264061,0.0002287244,0.00005674513,0.0001512231,0.0000196015,0.0001921334,3.245869e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001257713,"about_ca_system_score_gemma":0.00007923644,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01845655,"about_ca_topic_score_gemma":0.003963284,"domain_scores_codex":[0.9991761,0.00001887006,0.000274837,0.0001141063,0.0001843464,0.0002317697],"domain_scores_gemma":[0.9996875,0.00004409497,0.00007573413,0.0001300332,0.00002330932,0.00003930759],"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":[0.000113742,0.000004215519,0.003867406,0.0001193179,0.00006743571,0.000005078422,0.0009341784,0.8556141,0.0985745,0.0002650534,0.001108682,0.03932624],"study_design_scores_gemma":[0.0005709929,0.0001495726,0.08058797,0.0001785979,0.00005737488,0.00002739162,0.0003300882,0.8873005,0.02833968,0.001349721,0.0007106169,0.0003974941],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988316,0.000391616,0.0002217267,0.00009411597,0.0001335568,0.00008974021,0.000005279127,0.00001382287,0.0002185852],"genre_scores_gemma":[0.9990734,0.0002715805,0.000351828,0.00007265601,0.0001904166,0.000001160003,0.000001252422,0.000008318977,0.00002942645],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07672056,"threshold_uncertainty_score":0.9880796,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006171195519105692,"score_gpt":0.1830731743999753,"score_spread":0.1769019788808696,"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."}}