Analysis the same Continuous Girder Bridge Based on Different Construction Methods

Meng Ying Liu; Yue Xu

doi:10.4028/www.scientific.net/AMM.361-363.1319

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Seismic Response Analysis of the Semi-Floating System of Long Span Cable-Stayed Bridge
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Analysis of Continuous Girder Bridge Based on Different Codes
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Study on Reinforcement Corrosion of the Bridges
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Investigation on Closure Temperature of Long-Span Pre-Stressed Concrete Continuous Rigid-Frame Bridge
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Analysis on Vertical Dynamic Response of Simply-Supported Bridge Subjected to a Series of Moving Harmonic Loads
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A Simplified Linear Approach for Elastic Collision Analysis between the Fixed Middle Pier and the 2-Span Continuous Girder
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 361-363Analysis the same Continuous Girder Bridge Based...

Analysis the same Continuous Girder Bridge Based on Different Construction Methods

Abstract:

As the object to a prestressed concrete continuous girder bridge, which is an actual bridge, finite element modes were established respectively for the same actual bridge in different construction methods. The calculation results were analyzed comparatively and then the difference of the design results between the two construction methods was discussed in the gravity of structures, combination for action effects and the reinforcement bars, in order to accumulate useful experience in designing bridges.

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Periodical:

Applied Mechanics and Materials (Volumes 361-363)

Pages:

1319-1324

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.361-363.1319

Citation:

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Online since:

August 2013

Authors:

Meng Ying Liu, Yue Xu

Keywords:

Bridge Engineering, Cantilever Construction, Comparative Analysis, Continuous Girder Bridge, Finite Element, Full Framing Construction

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References

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