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

被引：0

作者：

State Key Laboratory of Mechanical System and Vibration, Shanghai Jiao Tong University, Shanghai ^{[1
]}

200240, China

不详 ^{[2
]}

200233, China

机构：

来源：

J Vib Shock | / 3卷 / 20-26期

关键词：

Compendex;

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暂无

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摘要：

Earthquakes - Seismic response - Dynamic response - Pile foundations - Soils - Numerical methods - Numerical models

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