Nonelastic soil-structure interaction by BE- and FE-methods
Abstract
The main purpose of this paper is to study the soil-structure interaction for multilayered, nonlineary physically soil system with arbitrary geometric form of boundaries between the layers, accounting the topographic specifics on the free surface. The behaviour of the structure is described by the finite element method(FEM).For the description of the propagation of the seismic waves in the soil the boundary element method (BEM) is used.
Fields of Study & Subjects
Geotechnical Engineering and Underground Structures
Seismic Performance and Analysis
Soil
Finite Element Methods
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 1149–1153
- Publication date
- 14 January 2026
- Language
- EN
- Document type
- Book chapter