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author:

Zou, Li-Hua (Zou, Li-Hua.) [1] | Sun, Qi (Sun, Qi.) [2] | Fang, Lei-Qing (Fang, Lei-Qing.) [3] | Zhang, Zhi-Hua (Zhang, Zhi-Hua.) [4] | Zhou, Peng (Zhou, Peng.) [5]

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Abstract:

An active vibration control system for a flexible pile isolation was proposed, its dynamic analysis model was established, and its vibration and control equations were derived. A typical flexible pile base-isolated structure, as an example, its isolation performance, control effect and the control effect of the main parameters were studied. The results showed that the flexible pile isolation system can effectively reduce the earthquake response; the flexible pile of base-isolation system with active vibration control can effectively reduce the collision possibility between the pile top and the casing wall, at the same time, the vertical load of the structure, the upper structure stiffness and the pile length have significant influence on the control effect of the structure.

Keyword:

Piles Vibration analysis Vibration control

Community:

  • [ 1 ] [Zou, Li-Hua]School of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • [ 2 ] [Sun, Qi]School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
  • [ 3 ] [Fang, Lei-Qing]School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
  • [ 4 ] [Zhang, Zhi-Hua]School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
  • [ 5 ] [Zhou, Peng]School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

CN: 31-1316/TU

Year: 2010

Issue: 11

Volume: 29

Page: 147-151

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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