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Author:

Liu, W.G. (Liu, W.G..) | He, W.F. (He, W.F..) | Huo, D. (Huo, D..) (Scholars:霍达)

Indexed by:

EI Scopus

Abstract:

In the paper, the bridge and building complex structural system is proposed as a new seismic structural system, and a steel frame complex structural model with the dissipation devices is designed in our research for a large scale shaking table dynamic test. Based on the new complex structural system and dynamic test results, the computation model, design parameters, earthquake response numerical analysis and the earthquake response decrease effect are mainly researched in our research. In this part, the basic concept system of bridge and building complex structural with energy dissipation devices is provided firstly, and a steel frame structural model with total weight 4.5 ton is designed to grasp the earthquake response of complex system. The research results show that the complex structure has a good reduction vibration effect; the acceleration response decreases nearly 50% in horizontal direction for building part. The acceleration response in deck of the bridge of the complex structure the range of decreases 9%~30% compared to the pure bridge structure system, and the range of the decrease is 8% to 30% for the displacement responses. The dynamic test results show the new bridge and building complex structural system has ideal reduction vibration effect for both parts of bridge and building.

Keyword:

Earth (planet) Steel construction Bridges Earthquakes Structural frames Energy dissipation Buildings

Author Community:

  • [ 1 ] [Liu, W.G.]Civil Eng. Dept., Shanghai University, Shanghai 200072, China
  • [ 2 ] [He, W.F.]College of Civil and Architecture Engineer, Beijing University of Technology, Beijing, 100022, China
  • [ 3 ] [Huo, D.]College of Civil and Architecture Engineer, Beijing University of Technology, Beijing, 100022, China

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Source :

Year: 2008

Volume: 323

Language: English

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: 3

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