Seismic Response of Slab Culvert in Loess Region

Hai Bo Wang; Yu Tao Pan; Jun Min Shen; Jun Jie Zheng

doi:10.4028/www.scientific.net/AMM.204-208.2461

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Experimental Study on Seismic Performance of Connections between T-Shaped Concrete-Filled Steel Column and Steel Beam
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Seismic Response of Slab Culvert in Loess Region

Seismic Response of Slab Culvert in Loess Region

Abstract:

Buried culverts are usually considered to be earthquake-resistant underground structures. Therefore, few studies have been conducted to investigate the seismic response of slab culverts under high fill embankment which are usually subjected to extreme dynamic loads. This paper presents a numerical analysis of the seismic response of slab culvert under high fill embankment in a loess region which is also a seismically active area in China. The influence of important factors such as fill height, incident angle of seismic wave and magnitude of earthquake on the response of culvert is carefully examined. And possible failures of culverts are also analyzed according to the numerical results.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

2461-2464

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.2461

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Online since:

October 2012

Authors:

Hai Bo Wang, Yu Tao Pan, Jun Min Shen, Jun Jie Zheng

Keywords:

High Fill Embankment, Loess Region, Seismic Response, Slab Culvert

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References

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