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作者:

Xu, Haibin (Xu, Haibin.) | Du, Xiuli (Du, Xiuli.) (学者:杜修力) | Zhao, Mi (Zhao, Mi.) (学者:赵密) | Wang, Jinting (Wang, Jinting.)

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摘要:

In seismic response analysis of high dam, the incidence of plane seismic waves is usually considered as vertical. To improve this assumption, an input method of oblique plane seismic waves for threedimensional calculation is proposed in the frame of time-domain wave method that couples explicit finiteelement method with viscous-spring artificial boundary condition. The new method was applied to the Xiaowan arch dam, and the effect of incidence angle was examined. The results show that in comparison with vertical incidence, oblique incidence of seismic waves may cause significant increases in the amplitude amplification factors of displacement, velocity and acceleration at key locations of the arch dam. Thus this study suggests that oblique incidence should be accounted in the response analysis. © Copyright.

关键词:

Arch dams Arches Hydraulic structures Seismic response Seismic waves Time domain analysis

作者机构:

  • [ 1 ] [Xu, Haibin]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Du, Xiuli]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Zhao, Mi]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Wang, Jinting]State Key Laboratory Hydroscience and Engineering, Tsinghua University, Beijing 100084, China

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来源 :

Journal of Hydroelectric Engineering

ISSN: 1003-1243

年份: 2011

期: 6

卷: 30

页码: 159-165

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