{"id":"W1978185876","doi":"10.1002/eqe.187","title":"Probabilistic analysis of peak response of MDOF systems with uncertain PSD function","year":2002,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Institute for Catastrophic Loss Reduction","keywords":"Probability density function; Modal; Probabilistic logic; Random vibration; Mathematics; Function (biology); Peak ground acceleration; Modal analysis; Spectral density; Statistics; Structural engineering; Vibration; Engineering; Ground motion; Physics; Finite element method","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001468584,0.0002373305,0.000525086,0.0005619702,0.00002992315,0.00002001443,0.0001450783,0.00008535846,0.00004744443],"category_scores_gemma":[0.00003836113,0.0002045631,0.0001635106,0.00161891,0.00004287861,0.0001438747,0.0000134959,0.0001610485,0.000002588438],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009948587,"about_ca_system_score_gemma":0.00000839723,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006132697,"about_ca_topic_score_gemma":0.00005077521,"domain_scores_codex":[0.9988089,0.00002384804,0.0004422924,0.0001849003,0.0002785721,0.0002614709],"domain_scores_gemma":[0.999294,0.00009413503,0.00009710054,0.0003593675,0.00009340033,0.00006199698],"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":[0.0000488362,0.000004995852,0.002288588,0.0002015109,0.0009614651,0.00000300497,0.0001806492,0.9890921,0.0004683269,0.0001968951,0.000007446153,0.006546245],"study_design_scores_gemma":[0.0001430251,0.00007043328,0.3090881,0.00004246607,0.0005214938,0.000005232892,0.00006675348,0.6898586,0.0000186755,0.000003117834,0.00002409657,0.0001579284],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9881567,0.0003094508,0.0109568,0.000009345729,0.0001782565,0.0001136202,0.00007421631,0.0001561346,0.00004546869],"genre_scores_gemma":[0.9994243,0.00003017431,0.0002918008,0.000002437439,0.00003164422,0.00000875101,0.00006503832,0.00003262265,0.0001132008],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3067996,"threshold_uncertainty_score":0.8341843,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005926072617021444,"score_gpt":0.176113268746088,"score_spread":0.1701871961290665,"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."}}