{"id":"W2013867849","doi":"10.1139/l02-111","title":"Seismic force modification factors for the proposed 2005 edition of the National Building Code of Canada","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":129,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Masonry; Structural engineering; Engineering; Building code; Seismic analysis; Seismic loading; Code (set theory); Ductility (Earth science); Seismic resistance; Civil engineering; Forensic engineering; Computer science; Materials science","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002540715,0.00008339917,0.000134122,0.0001355763,0.00006962953,0.00000941855,0.0001799164,0.00003301642,0.00001790939],"category_scores_gemma":[0.0001887973,0.00005900845,0.00009111751,0.000192958,0.00001750046,0.0001067553,0.000001727001,0.0001180698,3.702326e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003146125,"about_ca_system_score_gemma":0.0008775845,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.006880028,"about_ca_topic_score_gemma":0.3311013,"domain_scores_codex":[0.9992768,0.000006339129,0.0002971976,0.00004079923,0.000196588,0.0001822996],"domain_scores_gemma":[0.999448,0.00009308995,0.0001170466,0.00007820102,0.0001698385,0.00009379584],"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":[6.576894e-7,0.000001013794,0.000274683,0.00004287962,0.00006644884,1.432026e-7,0.000096897,0.9920962,0.004870347,0.0002587363,0.002256719,0.00003520011],"study_design_scores_gemma":[0.0002025011,0.000009393761,0.003036018,0.00011216,0.00005983163,0.00001269955,0.0001887454,0.9387481,0.04500725,0.0001161498,0.01240165,0.0001055485],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7693646,0.0009622162,0.227194,0.0003673393,0.001356055,0.0002241585,0.00014028,0.00001033689,0.0003809884],"genre_scores_gemma":[0.9996974,0.00001584852,0.000120984,0.00002146452,0.00009242028,0.000002246872,0.000001876303,0.00001411266,0.00003366069],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3242213,"threshold_uncertainty_score":0.9997333,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01102136033319342,"score_gpt":0.1899412538140121,"score_spread":0.1789198934808187,"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."}}