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Author:

Liu, Liang-Kun (Liu, Liang-Kun.) | Tan, Ping (Tan, Ping.) | Li, Xiang-Xiu (Li, Xiang-Xiu.) | Zhang, Ying (Zhang, Ying.) | Zhou, Fu-Lin (Zhou, Fu-Lin.)

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EI Scopus PKU CSCD

Abstract:

Here, the phase formulas of a TMD control system were derived. The effects of parameters on phase difference and vibration reduction result were investigated. Both the frequency band of vibration reduction and the distribution of phase difference change with parameters were indicated. The results showed that the comprehensive optimal control effect of TMD is obtained with the optimal damping ratio and the optimal frequency ratio; the increase in mass ratio of TMD can improve both the control performance and control robustness. In addition, the theory of phase energy combined with the principle of energy dissipation was employed to obtain the equivalent damping ratio of TMD. It was shown that the proposed equivalent damping ratio is more reasonable than that deduced under the excitation of white noise. ©, 2015, Chinese Vibration Engineering Society. All right reserved.

Keyword:

Structural dynamics Control system analysis White noise Energy dissipation Damping

Author Community:

  • [ 1 ] [Liu, Liang-Kun]Earthquake Engineering Research & Test Center, Guangzhou University, Guangzhou; 510405, China
  • [ 2 ] [Tan, Ping]Earthquake Engineering Research & Test Center, Guangzhou University, Guangzhou; 510405, China
  • [ 3 ] [Li, Xiang-Xiu]School of Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Zhang, Ying]Earthquake Engineering Research & Test Center, Guangzhou University, Guangzhou; 510405, China
  • [ 5 ] [Zhou, Fu-Lin]Earthquake Engineering Research & Test Center, Guangzhou University, Guangzhou; 510405, China
  • [ 6 ] [Zhou, Fu-Lin]School of Civil Engineering, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • [tan, ping]earthquake engineering research & test center, guangzhou university, guangzhou; 510405, china

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2015

Issue: 11

Volume: 34

Page: 160-165

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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