{"id":"W2123642467","doi":"10.1061/41016(314)104","title":"Application for the Rehabilitation of Seismically Deficient Reinforced Concrete Building 'Les Brises du Fleuve V'","year":2008,"lang":"en","type":"article","venue":"Structures Congress 2008","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Structural engineering; Shear wall; Rigidity (electromagnetism); Infill; Stiffness; Materials science; Dissipation; Retrofitting; Beam (structure); Reinforced concrete; Steel plate shear wall; Cantilever; Engineering","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003110381,0.0006707748,0.0004011979,0.0006731726,0.0005364842,0.0004083571,0.0003904369,0.0009485043,0.009211372],"category_scores_gemma":[0.000294299,0.0001765265,0.0004646292,0.0003927684,0.0002737178,0.0002306778,0.0005403848,0.0003649648,0.001740547],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002710205,"about_ca_system_score_gemma":0.0005421108,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002472454,"about_ca_topic_score_gemma":0.005336309,"domain_scores_codex":[0.9997815,0.00003455705,0.0000104544,0.00003650948,0.00009563208,0.00004133808],"domain_scores_gemma":[0.9999143,0.0000124553,0.00001199361,0.000007738437,0.00003575133,0.0000176753],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0002403051,0.0004523877,0.003183624,0.0007730951,0.0000300619,0.001477728,0.0004310547,0.01394873,0.6976804,0.001844384,0.003089312,0.2768489],"study_design_scores_gemma":[0.0001647631,0.005769016,0.03447632,0.0004614053,0.0001847069,0.00473849,0.001107022,0.04786924,0.7089565,0.002576493,0.1935617,0.0001341677],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"other","genre_scores_codex":[0.7565147,0.004951297,0.1938973,0.001072286,0.0005841032,0.0005723445,0.000551718,0.002160352,0.03969594],"genre_scores_gemma":[0.9324706,0.001567165,0.0428158,0.000142637,0.00003913095,0.0001369134,0.0002148247,0.0001020179,0.02251091],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.009211372,"threshold_uncertainty_score":0.03081506,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006987083803811493,"score_gpt":0.2055948289230516,"score_spread":0.1986077451192401,"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."}}