{"id":"W2067474498","doi":"10.1061/(asce)1090-0268(2006)10:3(183)","title":"Critical Review of Deflection Formulas for FRP-RC Members","year":2006,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":76,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Manitoba","funders":"","keywords":"Fibre-reinforced plastic; Serviceability (structure); Limit state design; Deflection (physics); Structural engineering; Materials science; Reinforcement; Reinforced concrete; Aramid; Composite material; Engineering; Fiber","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001471608,0.0001295324,0.0003482264,0.0001451845,0.00005353811,0.00002094603,0.00009480549,0.00007739423,0.00002333014],"category_scores_gemma":[0.00009686122,0.0001213457,0.0002862323,0.0001151339,0.00006670593,0.0003427269,0.00000565461,0.0001118891,4.082607e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001049951,"about_ca_system_score_gemma":0.00002650708,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004388225,"about_ca_topic_score_gemma":4.386328e-7,"domain_scores_codex":[0.9988812,0.0000103095,0.0006977325,0.00006782111,0.0001810445,0.0001619185],"domain_scores_gemma":[0.9988024,0.0002253238,0.0002423384,0.00008629818,0.0005940212,0.00004956809],"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":[0.0003204862,0.000006289912,0.0006559401,0.01124746,0.0002342211,0.00000360912,0.00004228072,0.01097446,0.8652932,0.02275481,0.005347802,0.08311943],"study_design_scores_gemma":[0.002136863,0.000926426,0.000518473,0.003668469,0.0009457582,0.001993228,0.0000408186,0.01821496,0.9487913,0.009910751,0.01241738,0.0004355238],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3839797,0.01290487,0.5946667,0.0002525059,0.004964427,0.00113302,0.00006183947,0.0001316362,0.001905344],"genre_scores_gemma":[0.7144088,0.0006258589,0.2843001,0.00004003513,0.0005164375,0.00002194551,0.00002203892,0.00004219552,0.0000226176],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.3304291,"threshold_uncertainty_score":0.4948333,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01119938707614107,"score_gpt":0.2647887761262931,"score_spread":0.253589389050152,"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."}}