Analysis of dynamical response to large deformation of piles with initial displacements

Author:

Hu Yu-jia,Zhu Yuan-yuan,Zhu Zheng-you

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Mathematics

Reference11 articles.

1. Poulos H G, Davis E H. Pile foundation analysis and design [M]. New York: John Wiley and Sons, 1980.

2. Mizuno H. Pile damage during earthquakes in Japan (1923–1983) [C]// Nogami T. Dynamic response of pile foundations–experiment, analysis and observation. ASCE, Geotech. Special Publ.11, 1987: 53–78.

3. Miura F. Lessons from damage to pile foundation caused by past earthquake in Japan and the necessity of nonlinear analyses of pile foundation [C]//Chien W Z, et al. Proceedings of the 4th international conference on nonlinear mechanics. Shanghai: Shanghai University Press, 2002: 109–115.

4. Novak M. Piles under dynamic loads [C]//Proceedings of the second international conference on recent advances in geotechnical earthquake engineering and soil dynamics, St Louis, MO, 1991: 2433–2456.

5. Hsueh C K, Lin S S, Chern S G. Lateral performance of drilled shaft considering nonlinear soil and structure material behavior [J]. Journal of Marine Science and Technology, 2004, 12(1): 62–70.

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