About this document
Inertial Soil-Foundation Interaction BEM by Alfredo Espinoza is a document available to read on EtoBox.
This document presents a direct time domain Boundary Element Method (BEM) formulation for analyzing inertial soil-foundation interaction (SSI) problems involving rigid foundations on a linear elastic half-space. It discusses the dynamic response of rectangular and circular foundations under external forces, comparing results with existing frequency domain analyses. The formulation includes improvements such as higher order spatial discretization and non-relaxed boundary conditions, aiming to enhance the acc
- Author
- Alfredo Espinoza
- Language
- EN