{"id":"W4407134828","doi":"10.1061/jsendh.steng-13968","title":"Hybrid Simulation Testing of Normal and High-Strength RC Shear Walls in Nuclear Facilities under Ground Motion Sequences","year":2025,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"McMaster University","funders":"","keywords":"Ground motion; Structural engineering; Shear (geology); Shear strength (soil); Materials science; Geotechnical engineering; Geology; Composite material; Engineering; Soil science; Soil water","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":[],"consensus_categories":[],"category_scores_codex":[0.0001472857,0.0001616955,0.0002875755,0.0003461806,0.00003417773,0.00003227183,0.0001143671,0.00007060472,0.000007409919],"category_scores_gemma":[0.0001040177,0.0001519439,0.00003734245,0.000188088,0.00002952599,0.0004609422,0.0000290315,0.0003344039,1.147611e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000217346,"about_ca_system_score_gemma":0.00001778016,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001384398,"about_ca_topic_score_gemma":0.000001789827,"domain_scores_codex":[0.9989472,0.00001450823,0.0005708535,0.0000895145,0.0001739829,0.0002039453],"domain_scores_gemma":[0.9994686,0.0001987902,0.0001083687,0.00008043626,0.00009310145,0.00005070625],"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":[0.00001227024,0.000001273282,0.001644948,0.000457516,0.00002013186,0.000006064694,0.0001823728,0.9669282,0.01461015,0.0004050349,0.000002644326,0.01572935],"study_design_scores_gemma":[0.0003617146,0.00008421115,0.3245547,0.000588602,0.0000175429,0.00007052967,0.0001570844,0.6588075,0.01356167,0.001578906,0.00003089359,0.0001867629],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9966196,0.0003759556,0.002206397,0.00002085062,0.0005729379,0.0000758715,0.000006047495,0.0001000656,0.00002223697],"genre_scores_gemma":[0.9827951,0.00003395084,0.01704467,0.000003454677,0.0001007346,7.733399e-7,8.246097e-7,0.00001650226,0.000004044812],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3229097,"threshold_uncertainty_score":0.6196092,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0152425621231737,"score_gpt":0.2528035730361816,"score_spread":0.2375610109130079,"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."}}