{"id":"W2056513338","doi":"10.1007/bf02823928","title":"Seismic fragility analysis of a CANDU type NPP containment building for near-fault ground motions","year":2006,"lang":"en","type":"article","venue":"KSCE Journal of Civil Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Fragility; Nonlinear system; Containment (computer programming); Geology; Containment building; Seismology; Shear (geology); Fault (geology); Structural engineering; Engineering; Physics; Nuclear engineering; Computer science","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":[],"consensus_categories":[],"category_scores_codex":[0.0003377915,0.0001658856,0.0005243639,0.0004688601,0.00005042612,0.00003634554,0.0001619543,0.00007001054,0.00003586882],"category_scores_gemma":[0.00004189549,0.0001627277,0.0003791856,0.0009053868,0.00001727543,0.0002119912,0.0000128904,0.0001864371,7.000801e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001783113,"about_ca_system_score_gemma":0.00003409561,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001322737,"about_ca_topic_score_gemma":0.00009818694,"domain_scores_codex":[0.9987665,0.000007809157,0.000636023,0.00009801402,0.000236989,0.0002546612],"domain_scores_gemma":[0.9993545,0.0000716694,0.0001542733,0.0001634208,0.000182972,0.00007315655],"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":[0.000007830475,0.0000257575,0.001841301,0.00008156057,0.00103555,0.000002885882,0.00007868836,0.9838221,0.01246988,0.00005602134,0.000304343,0.0002740549],"study_design_scores_gemma":[0.0003643719,0.00004909427,0.01411758,0.00007165556,0.001182304,0.000009471745,0.00003730329,0.9793482,0.001896226,0.00004758764,0.002718923,0.0001572996],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.712496,0.0007831428,0.2862521,0.00003024441,0.000209217,0.0000501589,0.00001445557,0.00003259071,0.0001320945],"genre_scores_gemma":[0.9973989,0.00008993112,0.002260886,0.00001424099,0.0001719135,0.000003564128,0.00001002517,0.00002467589,0.00002593665],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2849028,"threshold_uncertainty_score":0.6635842,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006541401704274953,"score_gpt":0.2154282520156082,"score_spread":0.2088868503113332,"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."}}