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
✦ LIBER ✦
Geometrical interaction effects on the dynamic responses of soil-structure systems
✍ Scribed by Wang Shu; G. Schmid; N. Chouw
- Book ID
- 107877709
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 605 KB
- Volume
- 44
- Category
- Article
- ISSN
- 0045-7949
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