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RESEARCH PRODUCT
On the sensitivity of bridge seismic response with local soil amplification
Avigdor RutenbergZbigniew Zembatysubject
Transverse planebusiness.industryEarth and Planetary Sciences (miscellaneous)Frequency shiftRandom vibrationStructural engineeringSensitivity (control systems)Geotechnical Engineering and Engineering GeologybusinessBridge (interpersonal)Spatial coherencyJoint (geology)Geologydescription
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.
year | journal | country | edition | language |
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1998-10-01 | Earthquake Engineering & Structural Dynamics |