Previous achievements using the dynamic non-linear analysis of an interaction system are reviewed briefly, after which a three dimensional (3D) model of the stress redistribution of soil based on the Mohr-Coulomb failure law is presented to evaluate the unbalanced tensor at every iteration in the lo
Seismic analysis of three-dimensional soil-structure interaction system on a rectangular base
β Scribed by S. Saylan; T.G. Toridis; K. Khozeimeh
- Publisher
- Elsevier Science
- Year
- 1985
- Tongue
- English
- Weight
- 882 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0045-7949
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