Three-dimensional nonlinear analysis for seismic soil–pile-structure interaction
作者： B.K. Maheshwari , K.Z. Truman , M.H. El Naggar , P.L. Gould
DOI: 10.1016/J.SOILDYN.2004.01.001
关键词:
摘要: … a 2×2 pile group (Fig. 1b). The proposed SPS model is a three-dimensional nonlinear finite element model that consists of two subsystems: a structure subsystem and a pile-foundation …
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