{"id":"W1977057570","doi":"10.1139/l07-130","title":"Seismic design of concrete slabs for punching shear: a critical review of Canadian standard CSA A23.3-04","year":2008,"lang":"en","type":"review","venue":"Canadian Journal of Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Slab; Brittleness; Punching; Ductility (Earth science); Shear (geology); Geotechnical engineering; Reinforced concrete; Reinforcement; Geology; Engineering; Materials science; Composite material; Creep","routes":{"ca_aff":true,"ca_fund":true,"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":[0.003513558,0.001178846,0.001379284,0.005520362,0.001021139,0.001414536,0.002128681,0.001471396,0.002889812],"category_scores_gemma":[0.003818056,0.0007185391,0.0004360834,0.007748454,0.002044946,0.001571387,0.0005771019,0.001263407,0.001398148],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01186832,"about_ca_system_score_gemma":0.02566398,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.3417031,"about_ca_topic_score_gemma":0.4645075,"domain_scores_codex":[0.9978504,0.000200559,0.0001807185,0.00020294,0.00144216,0.0001231709],"domain_scores_gemma":[0.9946461,0.000613949,0.0002921871,0.00008193493,0.004247132,0.0001187675],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00006667852,0.00009822114,0.0003940038,0.0151347,0.00003450011,0.0001842667,0.0003264653,0.002050594,0.002485796,0.01939716,0.07468948,0.8851382],"study_design_scores_gemma":[0.000006269506,0.00004599434,0.001127433,0.003341475,0.00003410962,0.0001956672,0.0000999093,0.0001426583,0.0007425635,0.0007212965,0.9935168,0.00002573612],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.0003885514,0.9902664,0.0005170347,0.00106054,0.0003269654,0.00002309091,0.00004907187,0.00001081488,0.007357455],"genre_scores_gemma":[0.003550585,0.9915316,0.001153059,0.000429894,0.0001315868,0.00001669624,0.00007845806,0.000008005117,0.00310013],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.6582969,"threshold_uncertainty_score":0.6794283,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03678464773536616,"score_gpt":0.259164001694803,"score_spread":0.2223793539594369,"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."}}