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author:

Huang, X.-Y. (Huang, X.-Y..) [1] (Scholars:黄新艺) | Zhuo, W.-D. (Zhuo, W.-D..) [2] (Scholars:卓卫东) | Sheng, H.-F. (Sheng, H.-F..) [3]

Indexed by:

Scopus PKU CSCD

Abstract:

For the existence of initial curvature in curved beams, the eccentrical action of moving vehicle would enhance the mechanical difference in the inner and outer webs where the difference of impact factor is still unconsidered. Considering the effect of random road roughness and its velocity term, the bridge model and 12 DOFs spatial vehicle model are discretized by finite element method, and the coupled vibration effects of the curved bridge under eccentrical vehicle action are solved using separate iteration algorithm based on ANSYS program. The results show that the impact factor and response of displacement and internal forces at different points in the same cross section vary apparently, and the influence of eccentrical action on internal forces and displacement responses in different position of the beam differ largely. The analysis results would have great reference significance for curved bridge design.

Keyword:

Coupled vibration; Curved bridge; Eccentrical action; Separate iteration

Community:

  • [ 1 ] [Huang, X.-Y.]School of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • [ 2 ] [Zhuo, W.-D.]School of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • [ 3 ] [Sheng, H.-F.]School of Science and Technology on Communication, Harbin Institute of Technology, Harbin 150090, China

Reprint 's Address:

  • 黄新艺

    [Huang, X.-Y.]School of Civil Engineering, Fuzhou University, Fuzhou 350108, China

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Source :

Journal of Wuhan University of Technology

ISSN: 1671-4431

CN: 42-1657/N

Year: 2010

Issue: 9

Volume: 32

Page: 318-322

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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