{"id":"W7115733210","doi":"10.71846/18-wcee-0978","title":"ENHANSING EARTH DAM SEISMIC PERFORMANCE ASSESSMENT WITH ENERGY-BASED APPROACH","year":2025,"lang":"en","type":"article","venue":"World Conference of Earthquake Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pore water pressure; Finite element method; Nonlinear system; Lateral earth pressure; Effective stress; Deformation (meteorology); Constitutive equation; Reliability (semiconductor); Earth (classical element)","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001555741,0.000358824,0.000415486,0.0005305614,0.00005513774,0.00006338198,0.0002609502,0.00007609273,0.00002576977],"category_scores_gemma":[0.000008010295,0.0003586891,0.0000764794,0.0008191817,0.00004222248,0.0001812579,0.00003069411,0.0003473281,0.000002859754],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005078714,"about_ca_system_score_gemma":0.0001292409,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001139475,"about_ca_topic_score_gemma":0.00001663431,"domain_scores_codex":[0.9986256,0.00001299509,0.0003684229,0.000284366,0.0002534355,0.000455181],"domain_scores_gemma":[0.9992523,0.00006849627,0.00004029859,0.0004479186,0.00009152039,0.00009953617],"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":[0.000009082116,0.00002482682,0.0003985005,0.0004371165,0.00007801011,0.00000270797,0.0000350804,0.9746515,0.002681397,0.005391592,0.00003459577,0.01625555],"study_design_scores_gemma":[0.000466371,0.0000426761,0.01585287,0.0005619315,0.00003082236,0.000002719185,0.00001356073,0.9644557,0.01200606,0.000008511248,0.006189846,0.0003689538],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1751426,0.0001465643,0.7958888,0.00003093724,0.0002788999,0.0001175094,0.00000718501,0.0005915449,0.02779589],"genre_scores_gemma":[0.9697312,0.00002767392,0.02925341,0.00002287718,0.00003636078,0.00003939826,0.00002550706,0.00005189256,0.0008117423],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7945885,"threshold_uncertainty_score":0.9998865,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01063278592592238,"score_gpt":0.1875816216806826,"score_spread":0.1769488357547603,"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."}}