{"id":"W2095410057","doi":"10.1139/l99-060","title":"Assessment of time-dependent reliability of reinforced concrete columns with uncertain load eccentricity","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Reliability (semiconductor); Structural engineering; Bending moment; Eccentricity (behavior); Moment (physics); Bending; Sensitivity (control systems); First-order reliability method; Structural load; Reinforcement; Computer science; Engineering; Random variable; Mathematics; Statistics; Power (physics); Physics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001173248,0.0005950743,0.0003628595,0.0008594589,0.0001553634,0.0003672057,0.0006014173,0.0005227213,0.0004314262],"category_scores_gemma":[0.00501894,0.0002889961,0.0004736265,0.000380853,0.0005113727,0.0005632599,0.0003429869,0.0005190008,0.00008426375],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005326287,"about_ca_system_score_gemma":0.0003954966,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001690784,"about_ca_topic_score_gemma":0.001592758,"domain_scores_codex":[0.9993291,0.0002102251,0.00002205887,0.00007456756,0.0003154736,0.00004864909],"domain_scores_gemma":[0.9963101,0.002441067,0.0005166531,0.000193844,0.0004692093,0.00006906135],"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":[0.00008858903,0.00002141084,0.003201466,0.00004451589,0.00004983742,0.0001570333,0.000055106,0.9626785,0.01239295,0.002972053,0.00008053956,0.018258],"study_design_scores_gemma":[0.000002694969,0.00005099452,0.001759909,0.000003960019,0.0000145089,0.00006830229,0.00001077398,0.9927411,0.004142794,0.001111023,0.00008299725,0.00001091721],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2633443,0.0002160408,0.7356597,0.00003560057,0.000007150955,0.00002339985,0.00004877553,0.0001148326,0.0005501513],"genre_scores_gemma":[0.9763669,0.000119651,0.02304413,0.000004055686,0.000007425678,0.00002222819,0.00006007837,0.00001227083,0.0003632633],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001690784,"threshold_uncertainty_score":0.006204784,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01793002149508757,"score_gpt":0.2493856881306283,"score_spread":0.2314556666355408,"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."}}