The Response Analysis of the Train-Bridge System under Seismic Action

Wen Min Xia; Xue Mei Liu

doi:10.4028/www.scientific.net/AMM.587-589.1443

Paper Titles

Research Status of FRP-Concrete Composite Beam/Bridge Deck Systems
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Control Technology on Jacking Closure Construction of Liangjiang Great Bridge
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On the Development and Innovation of Modern Suspension Bridge in China
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Temperature Correction around Anchorage Zones of Cable-Stayed Bridge in Field Test
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The Response Analysis of the Train-Bridge System under Seismic Action
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Research on Simulation and Analysis of Tensioning Process of Suspender for Combinative Bridge with V-Type Pier Continuous Rigid Frame and Arch
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The Application of Pushover Method in Complex Bridge Seismic Design
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Time-History Analysis of Pre-Stress Loss of Four-Spans Pre-Stressed Continuous Rigid Frame Bridge
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An Improved Flutter Analytical Method for Bridge
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 587-589The Response Analysis of the Train-Bridge System...

The Response Analysis of the Train-Bridge System under Seismic Action

Abstract:

This article based on bridge structural dynamics, vehicle dynamics and soil dynamics theory, set up the practical space mode, with an example of a dual-line 32 m single box section beam on Beijing-Shanghai Railway Line. According to the typical soft soil sites of Shanghai, the dynamic response of the bridge was analyzed by the large finite element software ANSYS under seismic action. Moreover the impact about the dynamic interaction of pile-soil-structure affecting on the design of high-speed railway bridges was got which will provide reference and basis for the construction and design similar project.

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Periodical:

Applied Mechanics and Materials (Volumes 587-589)

Pages:

1443-1447

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.587-589.1443

Citation:

Cite this paper

Online since:

July 2014

Authors:

Wen Min Xia*, Xue Mei Liu

Keywords:

Deep Soft Soil Foundation, Dynamic Response, High-Speed Railway Bridges, Pile-Soil Interaction, Train-Bridge Coupling Vibration

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* - Corresponding Author

References

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