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Author:

Yan, Weiming (Yan, Weiming.) (Scholars:闫维明) | Wang, Jin (Wang, Jin.) | Xu, Weibing (Xu, Weibing.) | Peng, Lingyun (Peng, Lingyun.) (Scholars:彭凌云) | Zhang, Kui (Zhang, Kui.)

Indexed by:

EI PKU CSCD

Abstract:

In order to clarify influences of connected rigidity on damping effects of tuned particle dampers (TPDs) and determine the available optimal range of the connected rigidity between TPD and a structure, a 1/30-scale RC frame model was designed and manufactured, TPDs with various connected rigidities were designed to reduce vibrations of the test model, influences of connected rigidity on TPD's vibration control effect was analyzed through a series of shaking table tests. The results showed that the TPDs properly designed can reduce structural displacement responses effectively; the connected rigidity between TPD and the controlled structure has obvious influences on the TPD vibration control effect; when the ratio of the TPD's natural frequency to the structure's fundamental frequency in the controlled direction is within a range of 0.90 to 1.10, the TPD's vibration control effect is better. © 2018, Editorial Office of Journal of Vibration and Shock. All right reserved.

Keyword:

Damping Vibration analysis Rigidity Natural frequencies Vibration control

Author Community:

  • [ 1 ] [Yan, Weiming]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Jin]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Xu, Weibing]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Peng, Lingyun]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhang, Kui]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • [xu, weibing]beijing laboratory of earthquake engineering and structural retrofit, beijing university of technology, beijing; 100124, china

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2018

Issue: 3

Volume: 37

Page: 1-7

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: 9

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