On the sensitivity of bridge seismic response with local soil amplification |
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Authors: | Zbigniew Zembaty Avigdor Rutenberg |
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Abstract: | 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. © 1998 John Wiley & Sons, Ltd. |
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Keywords: | spatial seismic response soil amplification bridges |
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