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
Effect of dynamic soil–bridge interaction modeling assumptions on the calculated seismic response of integral bridges
✍ Scribed by Erhan, Semih; Dicleli, Murat
- Book ID
- 125822714
- Publisher
- Elsevier Science
- Year
- 2014
- Tongue
- English
- Weight
- 941 KB
- Volume
- 66
- Category
- Article
- ISSN
- 0267-7261
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