Effect of Pile-Soil-Structure Interaction on the Cable-Stayed Bridge in Response to the Earthquake

Yu Chen

doi:10.4028/www.scientific.net/AMM.539.731

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 539Effect of Pile-Soil-Structure Interaction on the...

Effect of Pile-Soil-Structure Interaction on the Cable-Stayed Bridge in Response to the Earthquake

Abstract:

In this thesis, based on the design of a 140+90m span unusual single tower and single cable plane cable-stayed bridge, free vibration characteristics and seismic response are investigated; three dimensional finite element models of a single tower cable-stayed bridge with and without the pile-soil-structure interaction are established respectively by utilizing finite element software MIDAS/CIVIL, seismic response of Response spectrum and Earthquake schedule are analyzed respectively and compared. By the comparison of the data analysis, for small stiffness span cable-stayed bridge, the pile-soil-structure interaction can not be ignored with calculation and analysis of seismic response.

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Periodical:

Applied Mechanics and Materials (Volume 539)

Pages:

731-735

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.539.731

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Online since:

July 2014

Authors:

Yu Chen

Keywords:

Pile-Soil-Structure Interaction (PSSI), Seismic Response, Single-Tower Cable-Stayed Bridge

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References

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