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author:

Gu, Y. (Gu, Y..) [1] (Scholars:谷音) | Zhuang, S. (Zhuang, S..) [2] | Zhuo, W. (Zhuo, W..) [3] (Scholars:卓卫东) | Sun, Y. (Sun, Y..) [4] (Scholars:孙颖)

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Abstract:

An artificial boundary element and equivalent loading method are introduced for considering the non-uniform seismic ground motion. Free field finite element is built to verify the correctness of the input. Taking a subway station under construction in the background, the 3D finite element model of the subway station was established, the different seismic wave spectrum under the working condition of uniform and non-uniform wave incident seismic ground motion response of a subway station was calculated, and the subway station under the effect of non-uniform seismic response characteristics was analyzed. The responses of subway station under spatially non-uniform ground motion are summarized and internal forces of weak positions studied. It concludes that the non-uniform factor needs to be considered for the long span subway stations. An advice of anti-seismic is come up with. © 2015, Science Press. All right reserved.

Keyword:

Artificial boundary elements; Oblique incidence; Spatially non-uniform ground motion; Subway underground structure; Wave input method

Community:

  • [ 1 ] [Gu, Y.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 2 ] [Zhuang, S.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 3 ] [Zhuo, W.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 4 ] [Sun, Y.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China

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Source :

Journal of Xi'an University of Architecture and Technology

ISSN: 1006-7930

CN: 61-1295/TU

Year: 2015

Issue: 6

Volume: 47

Page: 819-824

Cited Count:

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SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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