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In this study a 3D nonlinear parallel FEM formulation was derived for dynamic soil structure interaction problems. To express the nonlinear property of the saturated soil the simplified bounding su...
This paper has dealt with the nonlinear behavior of pile-supported bridge during earthquake motions. The formulation takes the FEM-BEM technique; the FEM for the near structure zone while the BEM for...
This paper presents the results of experimental studies to examine propagation of fault ruptures with particular concern on dip-slip fault. The pattern of rupture propagation through a sandy soil and...

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