{"id":"W4415183382","doi":"10.1007/978-3-031-96767-2_29","title":"Seismic Performance of Bridge Pier Circular Columns with Encased Steel Section","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Pier; Retrofitting; Composite number; Stiffness; Durability; Seismic retrofit; Bridge (graph theory); Seismic analysis; Structural system","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":[0.00009514021,0.0005792803,0.0007376755,0.0007279812,0.00003450779,0.00003042269,0.0002426116,0.0005165064,0.00009054821],"category_scores_gemma":[0.00004944664,0.0006105168,0.0001764953,0.0003310439,0.00003668602,0.00008842341,0.00004413324,0.001086932,0.000004425046],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003988592,"about_ca_system_score_gemma":0.00005169522,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007962214,"about_ca_topic_score_gemma":0.0002945859,"domain_scores_codex":[0.9984124,0.000006373859,0.000458189,0.0004113884,0.0003311966,0.0003804471],"domain_scores_gemma":[0.9990819,0.0001577704,0.00009011322,0.0005312508,0.00007571506,0.00006325472],"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":[0.00001156498,0.00000261688,0.0004031877,0.001293061,0.0003210187,0.00001473221,0.00009010913,0.9890894,0.007197367,0.00004542592,0.00002251135,0.001509004],"study_design_scores_gemma":[0.0004929279,0.0000853061,0.003068641,0.002233166,0.000322368,0.00004628697,9.776198e-7,0.965905,0.02363837,0.0001083876,0.003111725,0.0009868944],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4023812,0.007898556,0.5258222,0.00005951734,0.003537839,0.001701146,0.0002147394,0.002475797,0.05590905],"genre_scores_gemma":[0.9970896,0.0001802419,0.0009568243,0.00001497146,0.0002146085,0.00001920697,0.00005336622,0.0001468442,0.001324391],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5947084,"threshold_uncertainty_score":0.9996346,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005198307162420953,"score_gpt":0.1723939123475434,"score_spread":0.1671956051851224,"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."}}