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Author:

He, Wen-Fu (He, Wen-Fu.) | Liu, Wen-Guang (Liu, Wen-Guang.) | Yang, Xiao (Yang, Xiao.) | Huo, Da (Huo, Da.) (Scholars:霍达) | Feng, De-Min (Feng, De-Min.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

A new combination structure of station and bridge has been appeared in the high-speed railway and track projects. It is necessary to research its composition form, structure properties and seismic effects. In the paper, the bridge and building complex structural system is proposed as a new seismic structural system, and The configuration, simplified model and the formulation of the 2-degree of freedom equations of motion for the structure are provided. The optimal parameters are obtained from parameter optimization analysis has been done. A steel frame complex structural model with energy dissipation devices is designed in our research for a large scale shaking table dynamic test. The research results show that the complex structure has good reduction vibration effect.

Keyword:

Energy dissipation Railroad plant and structures Structural analysis Equations of motion Railroad transportation Earthquakes

Author Community:

  • [ 1 ] [He, Wen-Fu]Civil Engineering Department, Shanghai University, Shanghai 200072, China
  • [ 2 ] [Liu, Wen-Guang]Civil Engineering Department, Shanghai University, Shanghai 200072, China
  • [ 3 ] [Yang, Xiao]Civil Engineering Department, Shanghai University, Shanghai 200072, China
  • [ 4 ] [Huo, Da]College of Civil and Architecture Engineer, Beijing University of Technology, Beijing 100022, China
  • [ 5 ] [Feng, De-Min]Fujita Corp., Atsugi 234-0125, Japan

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Source :

Journal of Vibration Engineering

ISSN: 1004-4523

Year: 2010

Issue: 1

Volume: 23

Page: 37-42

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: 9

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