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
β¦ LIBER β¦
MAGNA: A finite element system for three-dimensional nonlinear static and dynamic structural analysis
β Scribed by Robert A. Brockman
- Publisher
- Elsevier Science
- Year
- 1981
- Tongue
- English
- Weight
- 933 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0045-7949
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