Boundary element method for dynamic soil-structure interaction with complicated site
Abstract
Effective seismic input with consideration of soil-structure interaction and site effect is calculated by means of the combination of boundary element method and finite element method. The direct calculation of the Cauchy principal value integral and free term, which can be used also for static probem, is presented.
Fields of Study & Subjects
Geotechnical Engineering and Underground Structures
Seismic Performance and Analysis
Advanced Numerical Analysis Techniques
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 541–546
- Publication date
- 10 February 2026
- Language
- EN
- Document type
- Book chapter