Analysis on Stability of the Short-Pylon Cable-Stayed Bridge

Hai Ying Wen; Yang Liu; Gang Yang

doi:10.4028/www.scientific.net/AMM.353-356.3640

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Analysis on Stability of the Short-Pylon...

Analysis on Stability of the Short-Pylon Cable-Stayed Bridge

Abstract:

This thesis took the Changshan Bridge in Dalian Changhai county as an example and adopted the general finite element software ANSYS to simulate it. Analyzed the stability of the completed bridge and the single free-standing tower state, and studied the buckling of the main girder and the thin-walled pier.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

3640-3644

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.3640

Citation:

Cite this paper

Online since:

August 2013

Authors:

Hai Ying Wen*, Yang Liu, Gang Yang

Keywords:

ANSYS, Buckling, Short-Pylon Cable-Stayed Bridge, Stability

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References

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