Abstract: The response of single piles to vertically and obliquely incident SH, SV, and P waves is obtained by a hybrid boundary element (BEM) formulation. The piles are idealized as compressible beam‐columns and the soil, as a ...

Abstract: The response analysis of single piles under time‐dependent forces and incident wave excitations is developed (method I) using a very efficient but approximate hybrid boundary element technique. The soil displacement equations ...

Abstract: In this paper a hybrid boundary element formulation (method I) is presented to evaluate the impedance and compliance functions of piles and inclined pile groups embedded in a homogeneous soil media. The piles are represented ...