Influence of Pile-Soil-Structure Interaction on the Dynamic Characteristics of Cable-Stayed Bridge

De Liang Chen; Feng Liu; Wen Ting Wang; Chang Ping Chen

doi:10.4028/www.scientific.net/AMM.90-93.921

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Influence of Pile-Soil-Structure Interaction on...

Influence of Pile-Soil-Structure Interaction on the Dynamic Characteristics of Cable-Stayed Bridge

Abstract:

The dynamic characteristics of cable-stayed bridge will be affected greatly by soil action. In the paper, a spatial dynamic analysis model of a cable-stayed bridge was built by using the general finite element software ANSYS. The dynamic characteristics of the frequencies and modal shapes are investigated and compared with considering the pile-soil-structure interaction or not. From the analysis, the results indicate that if the pile-soil-structure interaction is taken into account, there will have a significant effect on the dynamic behaviors of bridge.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

921-925

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.921

Citation:

Cite this paper

Online since:

September 2011

Authors:

De Liang Chen, Feng Liu, Wen Ting Wang, Chang Ping Chen

Keywords:

Cable-Stayed Bridge, Dynamic Characteristic, Finite Element, Pile-Soil-Structure Interaction (PSSI)

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