The Linear Monitoring Analysis of PC Continuous Beam Bridge

Ya Xun Yang; Gao Gong

doi:10.4028/www.scientific.net/AMM.644-650.4987

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 644-650The Linear Monitoring Analysis of PC Continuous...

The Linear Monitoring Analysis of PC Continuous Beam Bridge

Abstract:

According to the structure and construction characteristics of prestressed concrete (PC) continuous beam bridge and combined with the construction monitoring method of continuous beam bridge, this paper introduces the girder deflection test technology and method of prestressed concrete continuous box girder bridge, also analyzes the various factors which affect the linear monitoring. And draw the conclusion through the analysis of the deflection and linear monitoring of LinGang big bridge.

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Periodical:

Applied Mechanics and Materials (Volumes 644-650)

Pages:

4987-4990

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.644-650.4987

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Online since:

September 2014

Authors:

Ya Xun Yang*, Gao Gong

Keywords:

Bridge Engineering, Construction Control, Continuous Girder Bridge, Linear Monitoring

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References

[1] Yaxun Yang, Ziqing Li, Xianwu Hao, Zichun Li. Prestressed concrete continuous rigid frame bridge girder stress testing technology[J]. railway engineering. (2009).

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[2] Yujie Xu. The construction control of Prestressed concrete continuous beam bridge. Hefei University of Technology master degree thesis. (2013).

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