{"id":"W3184792481","doi":"10.56748/ejse.14182","title":"Shear Response of SFRC Beams Constructed with SCC and Steel Fibers","year":2014,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Shear (geology); Materials science; Deflection (physics); Flexural strength; Fiber-reinforced concrete; Reinforced concrete; Composite material; Engineering","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":[0.0002695735,0.00028189,0.0004629385,0.0002575459,0.00003395562,0.00002928878,0.0002173349,0.00009706127,0.00002408864],"category_scores_gemma":[0.00008066204,0.0002283518,0.0000848172,0.0002356974,0.00009509989,0.0003009886,0.00002271533,0.0006149825,4.334595e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001982907,"about_ca_system_score_gemma":0.00008264762,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005145555,"about_ca_topic_score_gemma":4.364668e-7,"domain_scores_codex":[0.9985025,0.00002618909,0.0004894271,0.0001236935,0.0003148852,0.0005433311],"domain_scores_gemma":[0.9992288,0.0001577701,0.0001657882,0.0001764625,0.0001209487,0.0001502565],"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":[0.0009362157,5.010041e-7,0.001021165,0.0002261939,0.0005067008,0.00002653164,0.0005359131,0.3514158,0.6252042,0.005325387,0.00001420701,0.01478715],"study_design_scores_gemma":[0.008430483,0.004144524,0.09464168,0.000890349,0.0005514687,0.009339919,0.0006509683,0.2326187,0.6452881,0.0005723428,0.000849259,0.002022227],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.994406,0.0009337018,0.004221736,0.00001956924,0.0002077606,0.00009333195,0.000003198678,0.00007770383,0.00003694215],"genre_scores_gemma":[0.9932504,0.00003972018,0.006564762,0.000005087023,0.00007756271,0.000001072646,0.000001250089,0.00005002036,0.000010124],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1187972,"threshold_uncertainty_score":0.9311916,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002239264211862433,"score_gpt":0.1735904774104577,"score_spread":0.1713512131985953,"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."}}