{"id":"W1974251687","doi":"10.1139/l99-062","title":"Reinforced concrete slab-column edge connections with shear studs","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Menofia University","keywords":"Slab; Reinforcement; Shear (geology); Structural engineering; Punching; Reinforced concrete; Shear strength (soil); Geotechnical engineering; Flexural strength; Geology; Materials science; Composite material; Engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001177097,0.0002771885,0.0003630032,0.0004031549,0.0001009873,0.0001094293,0.0002972734,0.0001184139,0.001993821],"category_scores_gemma":[0.00003953888,0.000275832,0.000120517,0.0004158905,0.00005515011,0.0004154222,0.0000042224,0.0005268521,0.00003149172],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003211701,"about_ca_system_score_gemma":0.0003096586,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005463746,"about_ca_topic_score_gemma":0.002873168,"domain_scores_codex":[0.9986372,0.000008277651,0.0004420853,0.0001152874,0.0002264323,0.0005707326],"domain_scores_gemma":[0.9986567,0.00004990377,0.00005598561,0.0002416221,0.0001384464,0.000857299],"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":[0.00001555742,4.815869e-8,0.0002761475,0.00004839107,0.0001880688,0.0003081223,0.0005025265,0.9891266,0.005660227,0.0003698499,0.001655276,0.001849141],"study_design_scores_gemma":[0.009494524,0.002172678,0.01842205,0.002296057,0.0009935455,0.01350711,0.0009645004,0.4797716,0.04614582,0.00003675201,0.4209686,0.005226774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9846612,0.0007243568,0.002862444,0.00005979383,0.0009379814,0.000203254,0.00002313009,0.0001885371,0.01033926],"genre_scores_gemma":[0.998217,0.00003971758,0.0008219726,0.00002942389,0.0002487076,0.000006110036,0.000003655354,0.0000799099,0.0005534491],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.509355,"threshold_uncertainty_score":0.9999694,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006209977176026106,"score_gpt":0.1778397341575956,"score_spread":0.1716297569815695,"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."}}