Dynamic analysis of 3-D structures by a transformed boundary element method
โ Scribed by S. Ahmad; G. D. Manolis
- Publisher
- Springer
- Year
- 1987
- Tongue
- English
- Weight
- 837 KB
- Volume
- 2
- Category
- Article
- ISSN
- 0178-7675
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๐ SIMILAR VOLUMES
An accurate and efficient boundary element procedure is developed for the analysis of dynamic response of rigid surface footings. The footings are assumed to be resting on an elastic half-space. The problem is formulated in the frequency domain by adopting the half-space Green's function for surface
The Laplace transformed boundary element method is used to analyse the transient responses of a three-dimensional crack. The choice of Laplace inversion parameters and the calculation of dynamic stress intensity factors (SIF) are discussed. In order to verify the computation procedure and choose the