{"id":"W1538697471","doi":"10.1061/(asce)cc.1943-5614.0000583","title":"Effect of Transverse Reinforcement Ratio on the Shear Strength of GFRP-RC Continuous Beams","year":2015,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Stirrup; Materials science; Reinforcement; Fibre-reinforced plastic; Composite material; Structural engineering; Transverse plane; Beam (structure); Shear (geology); Reinforced concrete; Engineering","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0004361136,0.000527708,0.000187952,0.0004317864,0.0001263962,0.0001953559,0.0002813312,0.000294746,0.001224998],"category_scores_gemma":[0.001068054,0.0003242154,0.0002315831,0.000171652,0.0002750632,0.0002185557,0.0002171494,0.0002261947,0.0002412714],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001830314,"about_ca_system_score_gemma":0.0001910981,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008712611,"about_ca_topic_score_gemma":0.002459943,"domain_scores_codex":[0.9997494,0.00003602095,0.00002069985,0.00005493429,0.0000913099,0.00004766896],"domain_scores_gemma":[0.9989666,0.0003896425,0.0002737817,0.00008652179,0.0001803621,0.0001030581],"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":[0.0005546216,0.0000692787,0.006421283,0.00007490921,0.00002707761,0.0001859636,0.00007187328,0.01279073,0.9722128,0.00009759246,0.00003897941,0.00745487],"study_design_scores_gemma":[0.00002240385,0.001909449,0.02342034,0.0000192464,0.0000921087,0.0001327213,0.00006733188,0.0188602,0.9548916,0.00002979906,0.0005362064,0.00001858422],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985155,0.0000942812,0.0009919909,0.000003308734,0.000003347273,0.000003367689,0.0000337962,0.0000310048,0.0003232951],"genre_scores_gemma":[0.9988108,0.00005209017,0.0008446256,0.000002959784,0.000001055792,0.000003508689,0.00003053343,0.000007517243,0.0002469154],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001224998,"threshold_uncertainty_score":0.004097998,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0095341422966693,"score_gpt":0.2294740406134353,"score_spread":0.219939898316766,"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."}}