{"id":"W2049915232","doi":"10.1680/macr.10.00020","title":"Shear strength model for reinforced concrete beams with web reinforcement","year":2011,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Science Foundation","keywords":"Shear (geology); Reinforcement; Reinforced concrete; Structural engineering; Shear strength (soil); Geotechnical engineering; Materials science; Compression (physics); Geology; Composite material; Engineering","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008740471,0.0004875916,0.0006999967,0.000520496,0.0001579844,0.00006163512,0.0008299868,0.0002589197,0.000450533],"category_scores_gemma":[0.0001449157,0.0004288288,0.0002083071,0.0005962659,0.0005401248,0.000440484,0.0001772159,0.0006679602,0.00007779303],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001886112,"about_ca_system_score_gemma":0.0003038911,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005341934,"about_ca_topic_score_gemma":0.000001499055,"domain_scores_codex":[0.9961357,0.00005293582,0.0008152909,0.0004703215,0.001202775,0.001323011],"domain_scores_gemma":[0.9972607,0.0002796526,0.0001273852,0.00101236,0.0009135027,0.0004063606],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.004690473,6.850352e-7,0.0002164846,0.002311975,0.001094004,0.000101134,0.004800058,0.1366344,0.7747726,0.05289491,0.01293882,0.009544491],"study_design_scores_gemma":[0.002460043,0.00100816,0.0000362467,0.0001395002,0.00006098866,0.00001725983,0.00014452,0.7924435,0.2009966,0.00005727353,0.002121004,0.0005149709],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8555995,0.0003798128,0.03325183,0.00006912764,0.0002754497,0.003888298,0.0002324485,0.0008416534,0.1054619],"genre_scores_gemma":[0.9603653,0.0001485761,0.03331457,0.0000242967,0.00009312027,0.0003340945,0.0000938715,0.000164317,0.005461836],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.655809,"threshold_uncertainty_score":0.9998164,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.06158048213569342,"score_gpt":0.295843941707771,"score_spread":0.2342634595720775,"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."}}