{"id":"W4297237523","doi":"10.1007/978-3-031-09632-7_40","title":"Large GFRP-Confined Concrete Columns Subjected to Simulated Seismic Loads","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Fibre-reinforced plastic; Reinforcement; Structural engineering; Corrosion; Materials science; Flexural strength; Geotechnical engineering; Seismic loading; Composite material; Geology; 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":[0.0002010454,0.000376095,0.0005829714,0.0003301005,0.0005264184,0.0005914815,0.0008466383,0.001031542,0.004916572],"category_scores_gemma":[0.000606501,0.0003534381,0.0003581557,0.0004655318,0.0008985496,0.0003648983,0.0005520696,0.000594646,0.0004425149],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005597763,"about_ca_system_score_gemma":0.0005454838,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008012858,"about_ca_topic_score_gemma":0.01108054,"domain_scores_codex":[0.9998052,0.00002036417,0.000005771697,0.00003368909,0.00006760452,0.00006752572],"domain_scores_gemma":[0.9995846,0.000188268,0.00003657763,0.00003560129,0.00006721646,0.00008778058],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001828447,0.0005285618,0.003958617,0.0002173915,0.00006663035,0.002341189,0.0003339706,0.7339041,0.2456807,0.0009382381,0.001358642,0.0088434],"study_design_scores_gemma":[0.00009206078,0.001290162,0.0336658,0.00006041974,0.0000864497,0.0002446055,0.0009287981,0.8310689,0.1304406,0.0007255249,0.001330568,0.00006608244],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9952383,0.00006761112,0.001096342,0.00003078115,0.00002064063,0.00001221651,0.0002819778,0.00008330544,0.003168855],"genre_scores_gemma":[0.9971408,0.00004704861,0.0003973475,0.00001014496,0.000003040299,0.000008652346,0.0001401934,0.00001812374,0.002234774],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008012858,"threshold_uncertainty_score":0.0164476,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006925710233197602,"score_gpt":0.2004900878430164,"score_spread":0.1935643776098188,"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."}}