{"id":"W1968144926","doi":"10.1139/l09-047","title":"Corrigendum: Seismic performance of a full-scale, reinforced high-performance concrete building. Part II: Analytical study","year":2009,"lang":"en","type":"erratum","venue":"Canadian Journal of Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"SNC-Lavalin (Canada); Université de Sherbrooke","funders":"","keywords":"Structural engineering; Scale (ratio); Reinforced concrete; Engineering; Geotechnical engineering; Civil engineering; Geology; Environmental science; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"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":[0.000478166,0.0009641566,0.0005839435,0.001381448,0.000849223,0.0006366122,0.001354495,0.0007927586,0.08333132],"category_scores_gemma":[0.004409628,0.0002574344,0.0005154781,0.0008872355,0.0004594303,0.0005175913,0.0004736177,0.0008638255,0.03041925],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001316858,"about_ca_system_score_gemma":0.0004437814,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01467572,"about_ca_topic_score_gemma":0.02508108,"domain_scores_codex":[0.9995064,0.00005460262,0.00003746082,0.00008696524,0.0002840174,0.0000305978],"domain_scores_gemma":[0.9980201,0.0003920432,0.00005312777,0.0001250604,0.001315211,0.00009440649],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006409158,0.00002175592,0.0006072689,0.0002054113,0.00001109696,0.0003632426,0.00005180839,0.0009446015,0.0007380133,0.0008698999,0.9687487,0.02737416],"study_design_scores_gemma":[0.00003116273,0.0001403037,0.0108736,0.0002055299,0.00004230745,0.0008488114,0.0001978336,0.002912864,0.002773298,0.00164558,0.9802859,0.00004265607],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"editorial","genre_gemma":"empirical","genre_scores_codex":[0.02468224,0.01313042,0.02175735,0.03580792,0.66732,0.0005664375,0.01592259,0.002687288,0.2181258],"genre_scores_gemma":[0.1034721,0.009101574,0.005621141,0.00540773,0.02890425,0.0001995538,0.008410524,0.001404067,0.8374791],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.08333132,"threshold_uncertainty_score":0.278771,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008993251112446287,"score_gpt":0.1951636571257549,"score_spread":0.1861704060133086,"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."}}