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 ✦
Probabilistic evaluation of soil–foundation–structure interaction effects on seismic structural response
✍ Scribed by Masoud Moghaddasi; Misko Cubrinovski; J. Geoff Chase; Stefano Pampanin; Athol Carr
- Publisher
- John Wiley and Sons
- Year
- 2011
- Tongue
- English
- Weight
- 624 KB
- Volume
- 40
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.1011
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