{"id":"W2202942963","doi":"10.1260/1369-4332.18.12.2017","title":"Assessment of Material Strength Implications on Seismic Design of Tall Buildings through Collapse Analysis","year":2015,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Utah Agricultural Experiment Station","keywords":"Structural engineering; Shear wall; Seismic analysis; Shear strength (soil); Vibration control; Vibration; Engineering; Geotechnical engineering; Geology","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009857384,0.0001724631,0.0004021453,0.000296864,0.00001339189,0.00001060215,0.0002037281,0.00005016476,0.00001414131],"category_scores_gemma":[0.00001838116,0.0001633621,0.00008213548,0.001017079,0.00002512211,0.0003713499,0.00002501255,0.00009991791,4.275904e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001226229,"about_ca_system_score_gemma":0.00001872619,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003033495,"about_ca_topic_score_gemma":0.000003616145,"domain_scores_codex":[0.9990418,0.000009857142,0.0004031715,0.0001567049,0.0001836724,0.000204774],"domain_scores_gemma":[0.9995374,0.00005270812,0.00008108848,0.000235402,0.00004876836,0.00004465374],"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":[0.000005892069,0.000004882805,0.001754284,0.00004980556,0.000136505,6.73036e-7,0.0001101278,0.9874864,0.008873877,0.0006405001,0.000005571256,0.0009314881],"study_design_scores_gemma":[0.0002753234,0.00004718262,0.006725345,0.00003797032,0.000118163,0.000001624894,0.00008067779,0.976155,0.01590155,0.0002465429,0.0002328217,0.0001778054],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8632246,0.0003035282,0.1358058,0.00000737394,0.0001905133,0.00009035592,0.00004460456,0.00006619101,0.0002669808],"genre_scores_gemma":[0.9725707,0.0002731388,0.02704406,0.000007345689,0.00003759265,0.00001669972,0.00002979755,0.00001748914,0.000003188469],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1093461,"threshold_uncertainty_score":0.6661713,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0115016339662513,"score_gpt":0.2757253880492693,"score_spread":0.264223754083018,"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."}}