Longitudinal integral response deformation method for the seismic analysis of a tunnel structure

Author:

Liu Jingbo,Wang Dongyang,Bao Xin

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Bardet JP, Ichii K and Lin CH (2000), “EERA: A Computer Program for Equivalent-Linear Earthquake Site Response Analyses of Layered Soil Deposits,” University of Southern California, Los Angeles.

2. Fu Jia, Liang Jianwen and Qin Lin (2016), “Dynamic Soil-Tunnel Interaction in Layered Half-Space for Incident Plane SH Waves,” Earthquake Engineering and Engineering Vibration, 15(4): 715–727.

3. GB 50267-97 (1998), Code for Seismic Design of Nuclear Power Plants, Ministry of Housing and Urban-Rural Development of the People’s Republic of China, China Planning Press, Beijing. (in Chinese)

4. GB 50909–2014 (2014), Code for Seismic Design of Urban Rail Transit Structures, Ministry of Housing and Urban-Rural Development of the People’s Republic of China, China Planning Press, Beijing. (in Chinese)

5. Gu Yin, Chen Kai, Wu Huaiqiang, Zhuo Weidong and Sun Ying (2017), “Shaking Table Tests for a Subway Station Structure Under Spatially Non-Uniform Ground Motion,” Journal of Vibration and Shock, 36(17): 256–261. (in Chinese)

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