{"id":"W4322101470","doi":"10.1016/j.tust.2023.105057","title":"Effect of parameters associated with soil-to-structure relative stiffness on seismic fragility curves of subway station","year":2023,"lang":"en","type":"article","venue":"Tunnelling and Underground Space Technology","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"China Postdoctoral Science Foundation; Postdoctoral Research Foundation of China; National Natural Science Foundation of China","keywords":"Fragility; Stiffness; Geotechnical engineering; Structural engineering; Finite element method; Shear (geology); Nonlinear system; Soil structure interaction; Seismic analysis; Geology; Constitutive equation; Incremental Dynamic Analysis; Seismic loading; Range (aeronautics); Engineering; 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006613904,0.0004611665,0.0003320166,0.000471867,0.0002748155,0.0005206771,0.0003162342,0.0009301898,0.001840288],"category_scores_gemma":[0.005671701,0.0002298027,0.0003808417,0.0004805214,0.0005482142,0.0006714292,0.0003233471,0.0005507751,0.0002945384],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003904801,"about_ca_system_score_gemma":0.0003345053,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002905675,"about_ca_topic_score_gemma":0.00287913,"domain_scores_codex":[0.9995984,0.0001475801,0.00002727001,0.0000741925,0.00004421449,0.0001082752],"domain_scores_gemma":[0.9913557,0.007120481,0.000447545,0.000338632,0.0004243284,0.0003132653],"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":[0.01087059,0.0009371836,0.2301595,0.0002511311,0.000346878,0.001340886,0.0005167605,0.5153115,0.2174227,0.0005515006,0.0005599579,0.02173135],"study_design_scores_gemma":[0.00008227563,0.002084993,0.6844133,0.0000434459,0.0003360245,0.0004645739,0.001045526,0.2325223,0.07807602,0.0003450613,0.000443149,0.0001432651],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992555,0.00002469929,0.0004225297,0.00001048152,0.00000213919,0.00000126444,0.00006231772,0.00001482461,0.0002063484],"genre_scores_gemma":[0.9998463,0.000006236785,0.00004142427,0.000001991443,5.690387e-7,7.272703e-7,0.0000372481,0.0000043092,0.00006114362],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002905675,"threshold_uncertainty_score":0.006156385,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005749152714577113,"score_gpt":0.2123540157738632,"score_spread":0.2066048630592861,"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."}}