The seismic response analysis of a base-isolated liquid storage tank on a half-space was examined using a coupling method that combines the finite elements and boundary elements. The coupled dynamic system that considers the base isolation system and soil -structure interaction effect is formulated
✦ LIBER ✦
Effect of foundation embedment on seismic behavior of elevated tanks considering fluid–structure-soil interaction
✍ Scribed by R. Livaoglu; A. Dogangun
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 569 KB
- Volume
- 27
- Category
- Article
- ISSN
- 0267-7261
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