Soil-Underground Structure Dynamic Interaction Considering Soil Nonlinearity

Author:

Ge Qi,Xiong Feng,Huang Qunyi,Xie Lunwu,Yao Ziyu

Publisher

Springer Berlin Heidelberg

Reference10 articles.

1. Huo, H., et al.: Load transfer mechanisms between underground structure and surrounding ground: evaluation of the failure of the Daikai Station. Journal of Geotechnical and Geoenvironmental Engineering 131(12), 1522–1533 (2005)

2. Kaynia, A.M., Kausel, E.: Dynamic stiffness and seismic response of pile-groups research report R82-13. Institute of Technology Cambridge, Massachusetts (1982)

3. Nogami, T., Jones, H.W., Mosher, R.L.: Seismic response analysis of pile-supported structure: assessment of commonly used approximations. In: Proceedings of 2nd International Conference: Recent Advancements of Geotechnical Earthquake Engineering and Soil Dynamics, pp. 931–940 (1991)

4. Koki, K., Miura, F.: Nonlinear seismic response analysis of SSI system. Earthquake Engineering and Structure Dynamics 11, 77–89 (1983)

5. Zhao, B., Jiang, Y., Chen, J.: The Response Analysis of Underground Railway Station Structure in Soft Soil under Strong Earthquake. China Railway Science 30(3), 45–50 (2009)

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