{"id":"W3113287513","doi":"10.1002/tal.1818","title":"Simplified design procedure for nonconventional multiple tuned mass damper and experimental validation","year":2020,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Tuned mass damper; Dissipation; Earthquake shaking table; Structural engineering; Robustness (evolution); Damper; Root mean square; Computer science; Engineering; 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":[0.001513717,0.0007663567,0.000551841,0.0005275274,0.0003521991,0.0005091587,0.001122962,0.0005663332,0.007785979],"category_scores_gemma":[0.002076804,0.0003638037,0.0004811255,0.0002003334,0.0003460472,0.0003564376,0.0005612147,0.0004944069,0.001130761],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004978212,"about_ca_system_score_gemma":0.000697667,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001088037,"about_ca_topic_score_gemma":0.001231323,"domain_scores_codex":[0.9990068,0.000159959,0.00006983827,0.0001411566,0.0005691297,0.00005313614],"domain_scores_gemma":[0.9990927,0.0002142809,0.000101183,0.0002439623,0.0003245402,0.00002329032],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004816147,0.0003271749,0.001389606,0.001592481,0.00006156011,0.0002541439,0.0003659352,0.2295395,0.5269957,0.01267264,0.002556185,0.2237635],"study_design_scores_gemma":[0.0002535225,0.002331011,0.003796903,0.00008716649,0.00007921792,0.0002776089,0.00009674691,0.7613724,0.1959719,0.002232135,0.03340638,0.00009499842],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02040787,0.00006768127,0.9748122,0.00003816331,0.00005019635,0.0005351125,0.000113131,0.0007996332,0.003175914],"genre_scores_gemma":[0.4136411,0.0001061419,0.5810646,0.00004376257,0.00002108936,0.00112151,0.00021348,0.00008883205,0.003699587],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.007785979,"threshold_uncertainty_score":0.02604669,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02712250908277547,"score_gpt":0.2288511351635695,"score_spread":0.201728626080794,"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."}}