Seismic Behavior Analysis of a Long-Span PC Composite Box-Girder Bridge with Corrugated Steel Webs

Qiao Wang; Shui Wan; Pei Feng Li

doi:10.4028/www.scientific.net/AMM.501-504.1112

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Seismic Behavior Analysis of a Long-Span PC...

Seismic Behavior Analysis of a Long-Span PC Composite Box-Girder Bridge with Corrugated Steel Webs

Abstract:

Based on a long-span PC composite box-girder bridge with corrugated steel webs, the dynamic characteristics and seismic behavior of finite element model built by Midas Civil is analyzed through response spectrum method. The results show that the first natural frequency is vibration of inner surface mainly for the main span and it meets the demand of two-stage seismic design.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

1112-1116

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1112

Citation:

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Online since:

January 2014

Authors:

Qiao Wang*, Shui Wan, Pei Feng Li

Keywords:

Corrugated Steel, Finite Element Analysis (FEA), Response Spectrum Analysis, Webs Box-Girder

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* - Corresponding Author

References

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