{"id":"W2144433286","doi":"10.1002/eqe.2261","title":"Performance spectra based method for the seismic design of structures equipped with passive supplemental damping systems","year":2012,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Structural engineering; Nonlinear system; Seismic analysis; Frame (networking); Engineering; Damper; Transformation (genetics); Structural system; Damping ratio; Set (abstract data type); Upgrade; Earthquake engineering; Shear (geology); Control theory (sociology); Computer science; Control (management); Acoustics; Mechanical engineering; Geology; Vibration; 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":[0.0005848611,0.0007228481,0.0003057296,0.0004896309,0.0001618102,0.0004579555,0.0006071595,0.0003526593,0.006087035],"category_scores_gemma":[0.001157032,0.0002855961,0.0003257683,0.000159481,0.0003317505,0.0003610964,0.0005546996,0.000489518,0.001091092],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000313801,"about_ca_system_score_gemma":0.0004525815,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004491807,"about_ca_topic_score_gemma":0.0005042581,"domain_scores_codex":[0.999718,0.00007099981,0.00001035489,0.00002554356,0.0001616194,0.00001340122],"domain_scores_gemma":[0.9996486,0.0001448688,0.00004124973,0.00003514173,0.0001166164,0.00001355191],"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":[0.0001427299,0.00007205417,0.0005083056,0.0002013495,0.00002452404,0.0001101696,0.0001451981,0.6521906,0.07167945,0.03743641,0.002270645,0.2352185],"study_design_scores_gemma":[0.00002287146,0.0001065648,0.0001074786,0.00001163747,0.00000706597,0.00003993063,0.00001211594,0.9839697,0.007284014,0.004007354,0.004424826,0.000006458148],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.004464629,0.00001318561,0.9923153,0.00001505801,0.000006654338,0.00002423013,0.00001426229,0.0002414949,0.002905131],"genre_scores_gemma":[0.3956333,0.0000937003,0.5974597,0.00003660064,0.00002655548,0.0003177041,0.0001165582,0.0002178223,0.006097963],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006087035,"threshold_uncertainty_score":0.02036315,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008926879576493003,"score_gpt":0.219829387938234,"score_spread":0.210902508361741,"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."}}