{"id":"W4280641943","doi":"10.1007/978-981-19-0507-0_37","title":"Earthquake-Induced Damage Assessment of Segmental Post-tensioned Precast Concrete Bridge Pier","year":2022,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"McMaster University","funders":"","keywords":"Precast concrete; Pier; Structural engineering; Engineering; Finite element method; Bridge (graph theory); Stiffness; Induced seismicity; Downtime; Geotechnical engineering; Civil engineering; Reliability 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","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001599414,0.0009236555,0.001048982,0.0006213383,0.00005701166,0.00004243717,0.0004715435,0.0005770767,0.001881786],"category_scores_gemma":[0.00007541658,0.001054047,0.0003465364,0.0001721612,0.00004496503,0.0001859875,0.0002564881,0.001989923,0.000009033429],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006347957,"about_ca_system_score_gemma":0.00009062655,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006379023,"about_ca_topic_score_gemma":0.00004420573,"domain_scores_codex":[0.9972607,0.00001648181,0.00082976,0.0005579801,0.0007058524,0.0006292316],"domain_scores_gemma":[0.9985039,0.0003125466,0.0001778383,0.0007521883,0.00009143914,0.0001620577],"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":[0.00002847517,8.415354e-7,0.00008769549,0.0006632523,0.0003533942,0.000351382,0.00040697,0.5245274,0.4644674,0.001342729,0.00002508787,0.007745444],"study_design_scores_gemma":[0.009398611,0.00238352,0.04495376,0.005847631,0.001622739,0.001217279,0.00004526867,0.6736817,0.216611,0.0004906784,0.02931446,0.01443332],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8951799,0.002659721,0.01935208,0.0001029621,0.006704734,0.003483845,0.001247293,0.002374775,0.06889471],"genre_scores_gemma":[0.9957997,0.00009224951,0.002712638,0.00004307624,0.0001911505,0.00004998049,0.000329001,0.0003645187,0.0004176448],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2478564,"threshold_uncertainty_score":0.999191,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01340947200727117,"score_gpt":0.2292165828634113,"score_spread":0.2158071108561402,"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."}}