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
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Effects of isolation on the seismic response of bridges designed for two different soil types
β Scribed by B. A. Olmos; J. M. Jara; J. M. Roesset
- Publisher
- Springer
- Year
- 2010
- Tongue
- English
- Weight
- 1017 KB
- Volume
- 9
- Category
- Article
- ISSN
- 1570-761X
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