Effects of pile-soil nonlinear coupling actions on dynamic response features of pile foundation under earthquake

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作者：
State Key Laboratory of Mechanical System and Vibration, Shanghai Jiao Tong University, Shanghai [1 ]
200240, China
不详 [2 ]
200233, China
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来源：
J Vib Shock | / 3卷 / 20-26期
关键词：
Compendex;
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摘要：
Earthquakes - Seismic response - Dynamic response - Pile foundations - Soils - Numerical methods - Numerical models
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