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author:

Zou, L.-H. (Zou, L.-H..) [1] | Fang, L.-Q. (Fang, L.-Q..) [2]

Indexed by:

Scopus PKU CSCD

Abstract:

Based on the Penzien model, a calculation model of a structure in consideration of pile-soil-structure interaction (PSSI) was established and the vibration control equations of the structural motion were derived. PSSI's effects on structural vibration control were analyzed. The effects of every parameter of soil and structures on structural vibration control were studied. The results showed that considering PSSI, the structural earthquake response is increased, the control-effect is reduced, the control force is increased; the equivalent shear wave velocity of soil, the rotary inertia of pile and the natural period of upper structure have significant effects on structural vibration control to some extent.

Keyword:

Penizen model; Pile-soil-structure interaction (PSSI); Vibration control

Community:

  • [ 1 ] [Zou, L.-H.]Civil Engineering Institute, Fuzhou University, Fuzhou 350108, China
  • [ 2 ] [Fang, L.-Q.]Civil Engineering Institute, Lanzhou Jiaotong University, Lanzhou 730070, China

Reprint 's Address:

  • [Fang, L.-Q.]Civil Engineering Institute, Lanzhou Jiaotong University, Lanzhou 730070, China

Email:

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2010

Issue: 11

Volume: 29

Page: 100-104

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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