{"id":"W2047501739","doi":"10.1061/(asce)st.1943-541x.0000346","title":"Analysis of Shear-Critical Reinforced Concrete Plane Frame Elements under Cyclic Loading","year":2010,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"ca_institutions":"York University; University of Toronto","funders":"","keywords":"Structural engineering; Monotonic function; Nonlinear system; Shear (geology); Reinforcement; Reinforced concrete; Frame (networking); Shear wall; Computer science; Materials science; Engineering; Mathematics; Composite material; Mathematical analysis; Physics","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000186967,0.0003298651,0.0007796008,0.0007824684,0.00004277897,0.00005817048,0.0004089555,0.0002177312,0.0004122766],"category_scores_gemma":[0.0002261258,0.0002986743,0.0004008373,0.0006747252,0.00007324885,0.0004943691,0.00004511813,0.001042239,0.000002547408],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009493871,"about_ca_system_score_gemma":0.00002635203,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001185842,"about_ca_topic_score_gemma":5.742758e-7,"domain_scores_codex":[0.9977235,0.000009334727,0.001120176,0.0001429085,0.0005405843,0.0004634941],"domain_scores_gemma":[0.9987879,0.0002274276,0.0002308374,0.0002867582,0.0001890059,0.0002780115],"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":[0.00001675529,4.505215e-8,0.0007296632,0.00005292082,0.0007077483,0.00002182008,0.00009382056,0.2754967,0.721241,0.001203928,0.000007261152,0.0004283337],"study_design_scores_gemma":[0.0009910938,0.0001421707,0.03197905,0.0001195689,0.001601905,0.0004449912,0.0001078534,0.6945655,0.2691571,0.000044075,0.0001581485,0.0006885671],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9942575,0.0001231341,0.003669211,0.00002085505,0.001631004,0.00007748402,0.0000232501,0.00009761394,0.00009992952],"genre_scores_gemma":[0.9876883,0.000014087,0.01198312,0.00001648748,0.0002250844,0.000001303238,0.00001123815,0.00004693044,0.00001345116],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4520839,"threshold_uncertainty_score":0.9999465,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007206451184734878,"score_gpt":0.2438059163815795,"score_spread":0.2365994651968446,"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."}}