Status of Seismic Isolation Research on Underground Structures

Abstract:

It is the same to structures on the ground, there’s many ways to reduce the damage which is caused by earthquake too. Mainly, there are two measures to absorb the shock on underground structures. The method of changing performance of underground structure will make construction cost enhance greatly, and the effect of shock absorption is not obvious also. The method of setting shock absorption layer can reduce the deformation and energy of surrounding soil transmits to the underground structure. It can solve the problem which earthquake creates danger to the underground structure essentially.

• Periodical: Advanced Materials Research (Volumes 594-597)
• Pages: 1611-1615
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.594-597.1611
• Online since: November 2012
• Authors: Qing Hai Wei*, Hai Feng Sun
• Keywords: Deformation, Performance, Shock Absorption Layer, Stress, Underground Structure

References

[1] Liu Jingbo, Li Bin. Issues on the seismic analysis and design of subway structures [J]. China Civil Engineering Journal, 2006, 39(6):106-110.

[2] HE Haijian, LIU Weining, WANG Ting. Probe into Current Status of Anti-seismic Study on Subway [J]. China Safety Science Journal, 2005, 15(8):3-7.

[3] Liao Zhenpeng: Introduction to Wave Motion Theories for Engineering (Science Press, China, 2004).

[4] Yang Linde. Ji Qianqian, Zheng Yonglai, Yang Chao. Study on design of test box in shaking table test for subway station structure in soft soil [J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1):75-78.

DOI: 10.1007/s11709-007-0022-2

[5] Chen Guoxing, Zhuang Haiyang, Cheng Shaoge, Du Xiuli, Li Liang. A large-scale shaking table test for dynamic soil-metro tunnel interaction: test scheme [J] Earthquake Engineering and Engineering Vibration, 2006, 26(6):178-183.

[6] Charles H D., Arnon R. Damage to rock tunnels from earthquake shaking[J]. Journal of the geotechnical engineering davision, ASCE(GT2). 1978: 175-191.

[7] Iida H., Hiroto T., Yoshida, N., Iwafuji, M. Damage to Dakai Subway Station[J]. Special Issue of Soils and Foundation, JSCE. Jan. 1996: 283-300.

DOI: 10.3208/sandf.36.special_283

[8] Koji U., Shunsuke S. Characteristic of the vertical seismic waves associated with the 1995 HYOGO-NANBU(KOBE), Japan earthquake estimated from the failure of the DAKAI underground station[J]. Earthquake Engineering and Structural Dynamics, 2000, 29(6): 813-821.

DOI: 10.1002/(sici)1096-9845(200006)29:6<813::aid-eqe939>3.0.co;2-e

[9] Dowing C,H．Earthquake stability of rock tunnel．Tunnels and Tunnelling．June,1979,15-20

[10] Owen D R J Hinton E. Finite Elements in Plasticity Theory and Practice[M]. [s. l.] Pineridge Press Limited 1980.

[11] Lysmer J Kulemeyer R L. Finite dynamic model for infinite media[J]. Journal of Engineering Mechanics Division ASCE 1969 95(4) 859–877.

DOI: 10.1061/jmcea3.0001144

[12] Wang Mingnian, Study on shock absorption technology of underground structure in high earthquake intensity area, Doctoral Dissertation of Southwest Jiao Tong University,(1999)

[13] Gao Feng. Research on some problems of dynamic analysis on underground structure, Doctoral Dissertation of Southwest Jiao Tong University,(2003)