{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001932366,0.0004316652,0.0003057168,0.000385022,0.0007004591,0.0004170897,0.0005937034,0.0002942785,0.001325613],"category_scores_gemma":[0.0002871452,0.0001371591,0.000163115,0.0005899461,0.0004984629,0.00009926076,0.0003077454,0.0001562299,0.0003336367],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.004619213,"about_ca_system_score_gemma":0.002803979,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.7560626,"about_ca_topic_score_gemma":0.8391957,"domain_scores_codex":[0.9997819,0.00001175135,0.000005224168,0.00002359664,0.0001090197,0.00006850566],"domain_scores_gemma":[0.9997961,0.00001664354,0.00001303244,0.000007813119,0.0001121334,0.00005437725],"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":[0.002691946,0.0006962904,0.2167564,0.0002202959,0.0001024163,0.003352082,0.003863051,0.4762368,0.2096909,0.001802213,0.002661391,0.08192626],"study_design_scores_gemma":[0.00008336303,0.001435606,0.6362208,0.00002863312,0.00007967425,0.000406733,0.003459786,0.3092861,0.04186812,0.0001915675,0.006830181,0.0001093846],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982083,0.00001085851,0.0001632639,0.000007243495,9.052412e-7,0.000004159347,0.00009741923,0.00001380521,0.001493969],"genre_scores_gemma":[0.9985258,0.00001698267,0.0002507486,0.000002170082,3.931424e-7,0.000001602184,0.0001961854,0.000004539501,0.001001704],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2439374,"threshold_uncertainty_score":0.4907479,"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."}}