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
On the sensitivity of bridge seismic response with local soil amplification
โ Scribed by Zembaty, Zbigniew; Rutenberg, Avigdor
- Publisher
- John Wiley and Sons
- Year
- 1998
- Tongue
- English
- Weight
- 109 KB
- Volume
- 27
- Category
- Article
- ISSN
- 0098-8847
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โฆ Synopsis
The paper presents a numerical sensitivity study of the local site effects on structural response. Following a recently developed model of spatial coherency and a concept of a simple site coefficient the local site effects are modelled as filtrations of excitation processes with a frequency shift. An analysis of a bridge response with supports founded on different soils is carried out. The joint effects of dynamic response and pseudostatic motion are considered. Two types of response are analysed: longitudinal and transverse. The differences between dynamic displacements and force responses are pointed out.
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