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 Hanger Flexibility on Dynamic Response of Suspension Bridges
✍ Scribed by Turmo, José; Luco, J. Enrique
- Book ID
- 118008759
- Publisher
- American Society of Civil Engineers
- Year
- 2010
- Tongue
- English
- Weight
- 917 KB
- Volume
- 136
- Category
- Article
- ISSN
- 0733-9399
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