The Dynamic Response Analysis on the Surrounding Ground of Underground Structure

Article Preview

Abstract:

Based on the theory of soil-structure interaction, the underground structure and surrounding soil as a system, and the finite element analysis model is established, and finite element dynamic analysis method is implemented, the three seismic acceleration time history of the different spectrum characteristics is inputted, the seismic effect on the surrounding ground of underground structure is analyzed. The results show that the effect on dynamic response is the limited range and not significant, when seismic design of structures on the surrounding sites is implemented, additional dynamic response on surrounding sites does not need to consider.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1301-1306

Citation:

Online since:

October 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] ZHUANG Hai-yang, ZAI Jin-min, CHEN Guo-xing. Nonlinear dynamic interaction between soil and underground structure: theory and application[J], Journal of Natural Disasters, 2006, Voll5No6: 174-181.

Google Scholar

[2] H. Huo, A. Bobet, G. Fernandez, and J. Ramirez. Load Transfer Mechanisms between Underground Structure and Surrounding Ground: Evaluation of the Failure of the Daikai Station[J]. Journal of Geotechnical and geo-environmental engineering, 2005, Voll31(12): 1522-1533.

DOI: 10.1061/(asce)1090-0241(2005)131:12(1522)

Google Scholar

[3] Youssef M.A. Hashash, Jeffrey J. Hook, Birger Schmidt, John I-Chiang Yao. Seismic design and analysis of underground structures[J]. Tunneling Underground Space Technology, 16(2001)247-293.

DOI: 10.1016/s0886-7798(01)00051-7

Google Scholar

[4] CAO Bing-zheng, LUO Qi-feng, MA Shuo, LIU Jing-bo. Seismic response analysis of Dakai subway station in Hyogoken-nanbu earthquake[J]. Earthquake Engineering and Engineering Vibration, 2002, Vol22(4): 102-107.

Google Scholar

[5] LIU Ru-shan, HU Shao-qing, SHI Hong-bin. Study on seismic loading of pseudo-static approach used in the seismic design of underground structure[J]. Chinese Journal of Geotechnical Engineering, Vol29(2): 237-2.

Google Scholar