Simplified analysis of dynamic response of rigid foundations with arbitrary geometries
β Scribed by Y. K. Chow
- Publisher
- John Wiley and Sons
- Year
- 1986
- Tongue
- English
- Weight
- 645 KB
- Volume
- 14
- Category
- Article
- ISSN
- 0098-8847
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π SIMILAR VOLUMES
Boundary element procedures are employed in the frequency as well as in the time domain to determine the dynamic response of rigid foundations and of flexible elastic structures when placed on or embedded in an elastic soil medium under plane strain conditions. Parametric studies examining the dampi
## Abstract A simplified analytical method is presented for the vertical dynamic analysis of a rigid, massive, cylindrical foundation embedded in a poroelastic soil layer. The foundation is subjected to a timeβharmonic vertical loading and is perfectly bonded to the surrounding soil in the vertical