A method for the dynamic finite element analysis of a non-axisymmetric soil model with an axisymmetric boundary is presented. In the non-axisymmetric soil domain an arbitrary discretization with three-dimensional isoparametric solid elements is used. At the boundary a transmitting element is arrange
Coupled boundary and finite element analysis of vibration from railway tunnels—a comparison of two- and three-dimensional models
✍ Scribed by L. Andersen; C.J.C. Jones
- Publisher
- Elsevier Science
- Year
- 2006
- Tongue
- English
- Weight
- 588 KB
- Volume
- 293
- Category
- Article
- ISSN
- 0022-460X
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