{"id":"W814662788","doi":"","title":"Parametric Effects on the Evaluation of an Impact-Damaged Prestressed Concrete Bridge Girder Repaired by Externally Bonded CFRP Sheets","year":2015,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Precast concrete; Girder; Finite element method; Structural load; Fibre-reinforced plastic; Parametric statistics; Prestressed concrete; Engineering; Bearing capacity; Materials science","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001127145,0.0003064871,0.0006008143,0.000349746,0.00004946639,0.00004797243,0.0004441455,0.0001504822,0.000137661],"category_scores_gemma":[0.000754996,0.0002155789,0.0002009566,0.000352192,0.0002890764,0.0007756404,0.00002692322,0.00044677,0.000002536739],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002004103,"about_ca_system_score_gemma":0.0003455043,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003773003,"about_ca_topic_score_gemma":4.71351e-7,"domain_scores_codex":[0.9969476,0.0002372061,0.0009549916,0.0001317346,0.001427877,0.0003005888],"domain_scores_gemma":[0.9971141,0.0003628948,0.0006450788,0.00042941,0.001256298,0.000192245],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.003872941,0.0000128615,0.03172645,0.001395528,0.001819771,0.00004175003,0.006407015,0.1147316,0.6985868,0.000169044,0.004692299,0.136544],"study_design_scores_gemma":[0.005972131,0.003036252,0.1187819,0.0006014003,0.0004343942,0.0003112188,0.001114293,0.1134626,0.7555516,0.00009679995,0.0001061625,0.0005312241],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997776,0.0006686019,0.00003068482,0.00001432832,0.0004215704,0.0003856607,0.00009281853,0.00004973171,0.0005605518],"genre_scores_gemma":[0.9993541,0.00006127907,0.0004435215,0.000008354074,0.00005845008,0.000008494713,0.00001335773,0.0000235974,0.00002880726],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1360128,"threshold_uncertainty_score":0.8791052,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.04033693163694513,"score_gpt":0.2787853622952588,"score_spread":0.2384484306583137,"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."}}