{"id":"W2803851707","doi":"10.17656/sjes.10064","title":"Comparative Study on Proposed Models and Design Guideline for Flexural Strengthening of NSM FRP in RC Beams","year":2018,"lang":"en","type":"article","venue":"Sulaimani Journal for Engineering Sciences","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Retrofitting; Structural engineering; Guideline; Flexural strength; Bar (unit); Beam (structure); Reinforced concrete; Materials science; Computer science; Engineering; Geology","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":[0.0008308899,0.0002045496,0.0003312384,0.0003033617,0.0001607437,0.00008438778,0.0002775077,0.0000431859,0.0000039213],"category_scores_gemma":[0.00007158983,0.0001668702,0.00005683256,0.0002334025,0.000109559,0.0003806082,0.00001993822,0.0001533391,2.88306e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006475953,"about_ca_system_score_gemma":0.00003423554,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006978765,"about_ca_topic_score_gemma":0.000001548538,"domain_scores_codex":[0.9986609,0.00001405402,0.0005177036,0.0001906534,0.0002624105,0.000354298],"domain_scores_gemma":[0.9993929,0.0001949795,0.00009061238,0.00009486834,0.0001464323,0.0000802041],"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":[0.00005343012,0.000003164963,0.00004782993,0.00002224178,0.00003291941,0.000001566119,0.00262462,0.9733588,0.02174122,0.0005786886,0.00006813762,0.001467365],"study_design_scores_gemma":[0.0009204103,0.001741614,0.0002179849,0.00008916254,0.0000226898,0.00001905829,0.001397615,0.9508263,0.04395065,0.0005526196,0.0000504777,0.0002114221],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7160544,0.00009748397,0.2827416,0.00001457669,0.0003944755,0.0006127629,0.000006409372,0.00004890904,0.00002939435],"genre_scores_gemma":[0.8869141,0.000003667594,0.1129229,0.000004193451,0.0001112654,0.00001815958,9.942113e-7,0.00001807742,0.000006599142],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1708598,"threshold_uncertainty_score":0.680477,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.07545146110228353,"score_gpt":0.3322151489381063,"score_spread":0.2567636878358228,"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."}}