A stochastic approach has been formulated for the linear analysis of suspension bridges subjected to earthquake excitations. The transfer functions of various responses have been formulated while including the e!ects of dynamic Soil}Structure Interaction (SSI) via the use of the "xed-base modes of t
β¦ LIBER β¦
Soil-structure interaction and effect of axial force on the dynamics of offshore structures
β Scribed by Bulent A. Ovunc
- Publisher
- Elsevier Science
- Year
- 1985
- Tongue
- English
- Weight
- 727 KB
- Volume
- 21
- Category
- Article
- ISSN
- 0045-7949
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