RC pile soil interaction analysis using a 3D-finite element method with fibre theory-based beam elements.

To evaluate the overall response of a structural system including its foundation and surrounding soil, an equivalent finite element model with reduced degrees of freedom using fibre theory-based beam element was proposed. The proposed model was based on investigations of the subgrade soil reaction o...

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发表在:Earthquake engineering & structural dynamics. 35, 13 (2006).
主要作者: Maki, Takeshi
格式: 文件
语言:English
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