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 ✦
Influence of dynamic soil–structure interaction on the nonlinear response and seismic reliability of multistorey systems
✍ Scribed by Armando Bárcena; Luis Esteva
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 429 KB
- Volume
- 36
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.633
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