{"id":"W3154400964","doi":"10.1002/eqe.3464","title":"An integrated simulation method for soil‐structure interaction analysis of nuclear structures","year":2021,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Superstructure; Soil structure interaction; Finite element method; Seismic analysis; Foundation (evidence); Computer science; Interface (matter); Structural engineering; 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005040906,0.0005841049,0.0006801034,0.0005477515,0.0003818425,0.0005749593,0.00116586,0.0006893306,0.005079165],"category_scores_gemma":[0.0008873263,0.0005303788,0.0008449125,0.0004669769,0.0004386557,0.0006185421,0.0007745802,0.0008700013,0.0008465971],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006109357,"about_ca_system_score_gemma":0.001236163,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006867241,"about_ca_topic_score_gemma":0.006471294,"domain_scores_codex":[0.9997162,0.00006802209,0.00001329008,0.00003317801,0.0001430921,0.00002608559],"domain_scores_gemma":[0.9996305,0.0001523325,0.00002880215,0.00004094258,0.0001249342,0.00002258215],"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":[0.00003277524,0.00004855794,0.0005066899,0.00004335269,0.00003578137,0.00005442066,0.00007642109,0.9537081,0.005833039,0.01460381,0.00063194,0.02442515],"study_design_scores_gemma":[0.000005373861,0.000006978489,0.00003410455,0.000003168241,0.000003345347,0.000007769121,0.000003333602,0.9974785,0.000445349,0.0008583831,0.001151107,0.00000258501],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.005300099,0.00003777661,0.9914192,0.00002375048,0.00002494666,0.00003251334,0.00006159472,0.0005511438,0.002548982],"genre_scores_gemma":[0.3252364,0.0002431117,0.6658384,0.00005544907,0.00003244591,0.0004812232,0.000440654,0.0006430877,0.007029244],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006867241,"threshold_uncertainty_score":0.01699144,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005619910669349279,"score_gpt":0.2541061906829707,"score_spread":0.2484862800136214,"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."}}