{"id":"W4406761126","doi":"10.1061/jsendh.steng-13902","title":"Seismic Performance of Circular Concrete Bridge Columns Reinforced with ASTM A955 Stainless Steel Rebars","year":2025,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural engineering; Bridge (graph theory); Reinforced concrete; Materials science; 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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001525136,0.0003812001,0.0006972121,0.0004350026,0.00005671335,0.00005579136,0.0004723743,0.0001481416,0.0000234716],"category_scores_gemma":[0.00004384276,0.0003346387,0.0001899151,0.0005334971,0.00007673863,0.0005928713,0.0000516329,0.000649084,0.000001003511],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002749451,"about_ca_system_score_gemma":0.000118306,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001442633,"about_ca_topic_score_gemma":1.59264e-7,"domain_scores_codex":[0.9980112,0.00001157653,0.0008973664,0.0001533448,0.000470566,0.0004559849],"domain_scores_gemma":[0.9988449,0.00007209882,0.0002864212,0.0003201271,0.000322275,0.0001541825],"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":[0.00008516818,6.013798e-8,0.0009920255,0.0005244671,0.0002469788,0.00003288674,0.000140288,0.8598741,0.1366158,0.0002022675,0.00003315109,0.001252834],"study_design_scores_gemma":[0.002187123,0.0003563699,0.0745849,0.001019861,0.0002403732,0.0007321955,0.0001258679,0.7477025,0.1720177,0.000007186214,0.0004083121,0.0006175456],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9925925,0.0004987278,0.005604129,0.00001714079,0.0007744991,0.0002086306,0.00001315382,0.0001170705,0.0001741825],"genre_scores_gemma":[0.9960691,0.00006957533,0.003594817,0.00001704987,0.00009288855,0.000003606604,0.000004874402,0.00005407617,0.00009397299],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1121716,"threshold_uncertainty_score":0.9999106,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005148019286625395,"score_gpt":0.1977008892413021,"score_spread":0.1925528699546767,"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."}}