Elastic analysis of soil-foundation interaction A.P.S. Selvadurai
β Scribed by A. Verruijt
- Publisher
- Elsevier Science
- Year
- 1981
- Tongue
- English
- Weight
- 71 KB
- Volume
- 17
- Category
- Article
- ISSN
- 0013-7952
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π SIMILAR VOLUMES
The stress transfer which occurs in an internally loaded infinite elastic plate containing an array of closely spaced parallel cracks of finite width is examined. The internal loading corresponds to a doublet of concentrated forces which act at finite distances from the cracked region. The solution
A numerical solution for evaluating the effects of foundation embedment on the effective period and damping and the response of soil-structure systems is presented. A simple system similar to that used in practice to account for inertial interaction effects is investigated, with the inclusion of kin