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
โฆ LIBER โฆ
The influence of the higher order modes on the dynamic response of suspension bridges
โ Scribed by Abdel-Rohman, M.
- Book ID
- 119971083
- Publisher
- SAGE Publications
- Year
- 2011
- Tongue
- English
- Weight
- 523 KB
- Volume
- 18
- Category
- Article
- ISSN
- 1077-5463
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