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
β¦ LIBER β¦
Dynamic analysis of beams by the boundary element method
β Scribed by C.P. Providakis; D.E. Beskos
- Publisher
- Elsevier Science
- Year
- 1986
- Tongue
- English
- Weight
- 772 KB
- Volume
- 22
- Category
- Article
- ISSN
- 0045-7949
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