Anti-Overturning Stability Numerical Analysis of Single Column Bridge

Xian Min Zhang; Bin Dong

doi:10.4028/www.scientific.net/AMM.238.705

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Anti-Overturning Stability Numerical Analysis of...

Anti-Overturning Stability Numerical Analysis of Single Column Bridge

Abstract:

Anti-overturning stability numerical analysis of a concrete single column bridge is introduced in this paper. The bearing capacity of the bridge is calculated under the condition of the bearings disengaging. The major factors making the bridge overturn are analyzed, and the preventive measures are given out. The results provide reference for the design of similar projects and driving demand.

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Periodical:

Applied Mechanics and Materials (Volume 238)

Pages:

705-708

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.238.705

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Online since:

November 2012

Authors:

Xian Min Zhang, Bin Dong

Keywords:

Bearing Disengaging, Overturning, Single Column Bridge, Stability

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