{"id":"W2049879240","doi":"10.1016/j.engstruct.2004.12.015","title":"Design of tuned mass dampers incorporating wire rope springs: Part I: Dynamic representation of wire rope springs","year":2005,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de l’Éducation, Gouvernement de l’Ontario","keywords":"Wire rope; Stiffness; Structural engineering; Vibration; Damper; Logarithmic decrement; Displacement (psychology); Damping ratio; Rope; Particle displacement; Mechanics; Amplitude; Dissipation; Engineering; Physics; Acoustics","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0001918879,0.0002688543,0.0004350075,0.0001520419,0.00004585829,0.00002757186,0.0002296833,0.0001578489,0.00005800604],"category_scores_gemma":[0.0001550624,0.0002433059,0.000109888,0.0002985445,0.00005807355,0.0002596681,0.00003921918,0.0002408607,0.000003882916],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005557614,"about_ca_system_score_gemma":0.00001930857,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001612219,"about_ca_topic_score_gemma":0.000001925742,"domain_scores_codex":[0.9985321,0.00004131815,0.0006662389,0.0002540381,0.0002419569,0.0002643219],"domain_scores_gemma":[0.9993123,0.000106461,0.0001254396,0.0002972385,0.00007423212,0.00008434828],"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":[0.00001291356,0.000005354636,0.0007650803,0.00008183125,0.00007305603,0.000002469809,0.0001261561,0.7550112,0.2401386,0.0009910413,0.00005632196,0.002735963],"study_design_scores_gemma":[0.0005599033,0.0000695575,0.0187593,0.00009595562,0.00003631074,0.000005413224,0.00005199328,0.893244,0.08636907,0.0002241409,0.0002569821,0.0003274094],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4713658,0.0006183804,0.5266693,0.00006261878,0.0004712638,0.0002690211,0.00001011286,0.0003727814,0.0001606676],"genre_scores_gemma":[0.9438443,0.00007342975,0.05579273,0.00001664026,0.0001669381,0.00001293793,0.0000143309,0.00004927348,0.00002942526],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.4724784,"threshold_uncertainty_score":0.9921725,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007838924695630956,"score_gpt":0.2046848912833834,"score_spread":0.1968459665877524,"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."}}