Seismic Analysis of a Water Release Integrated Structure Part II: Time History Analysis of Service Bridge Pier Structure

Yong Wang; Jun Chang Xuan; Ming Sun; Bo Ya Dong

doi:10.4028/www.scientific.net/AMM.470.934

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 470Seismic Analysis of a Water Release Integrated...

Seismic Analysis of a Water Release Integrated Structure Part II: Time History Analysis of Service Bridge Pier Structure

Abstract:

In this study the three dimensional finite element method is employed to analyze the time history response for the service bridge pier of a water release integrated structure under the minimum operation level and the normal storage water level in maximum design earthquake load condition. The Mexico seismic curve is provided to perform the time history analysis for the present project. The temporal integration of time history analysis is carried out by the Newmark method and the stress, deformation results of the service bridge pier structure is discussed in detail.

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Periodical:

Applied Mechanics and Materials (Volume 470)

Pages:

934-937

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.470.934

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Online since:

December 2013

Authors:

Yong Wang, Jun Chang Xuan, Ming Sun, Bo Ya Dong

Keywords:

Finite Element Method (FEM), Seismic Analysis, Service Bridge Pier, Time History Analysis

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References

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