Abstract: Seismic soil-pile-structure interaction has been an area of limited research, and most of the existing work adopts the conventional approach of soil-structure interaction analyses in which the problem is solved by superposition ...

Abstract: In this paper, inelastic pile–soil interaction is analyzed by using a hybrid type of numerical method. Piles are modeled as linear finite elements and the soil half-space is modeled using boundary elements. Inelastic ...

Abstract: A new set of direct and indirect boundary element formulations for two-dimensional elastostatics have been developed. These new formulations differ from currently popular formulations in the ...

Abstract: A general boundary element method (BEM) for the complete three-dimensional Biot consolidation theory is developed which operates directly in the time domain and requires only boundary discretization. ...

Abstract: Over the last

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: A boundary element approach is developed for problems of hot fluid-structure interaction. The structure is idealized as a thermoelastic solid, and a time-domain, boundary-only integral formulation ...

Abstract: A new approach is outlined for BEM formulations for elastoplasticity, which exploits certain features of the constitutive relationships involved. The unknown nonlinear terms in the interior are now defined as scalar ...

Abstract: An advanced boundary element methodology for the analysis of three-dimensional fiber-reinforced elastic solids using the concept of fiber elements has been presented in this paper as an extension of the earlier work of ...