The Designing and Construction about the below Model without Wind Bracing Tied-Arch Bridge

Peng Zhen Lu; Ji Han Zhang; Chao Qi Zhan

doi:10.4028/www.scientific.net/AMM.587-589.1703

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 587-589The Designing and Construction about the below...

The Designing and Construction about the below Model without Wind Bracing Tied-Arch Bridge

Abstract:

Concerning the design and the construction of the Nantang River bridge in Wenzhou, this paper mainly mention the problems about the the below model without wind bracing tied-arch bridge which should be taken notice of. The certain method of the tension in suspenders has been analyzed, and the advice of the design and construction of such kind of bridge has been proposed as well.

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Periodical:

Applied Mechanics and Materials (Volumes 587-589)

Pages:

1703-1707

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.587-589.1703

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Online since:

July 2014

Authors:

Peng Zhen Lu, Ji Han Zhang, Chao Qi Zhan

Keywords:

Designing and Construction, Steel Tube, Tied-Arch, Without Wind Bracing

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References

[1] CU Hai-jian, HE Jie-bin, GU Ai-jun. Optimal designing of scheme of a tension about tie bar arch bridges [J]. East China Hign way, 2002(2): 46-48.

Google Scholar

[2] ZENG Fang-min, ZHANG Yun-wei, LI Chao-zhi, et al. Construction technology about three arch rib without wind spacing tied-arch bridge [J]. Railway Construction, 2000(4): 5-8.

Google Scholar

[3] LIU Ya-ping. Calculation and control of tension in suspenders for a reinforced concrete tied-arch bridge [J]. China Habor Engineer, 2002(4): 5-8.

Google Scholar

[4] YU Jian-cheng, SHAO Rong-guang, WANG Xiao-lin. Preliminary tension and construction control of tied arch's suspension rod [J]. Journal of Southeast University. 1998(5): 112-116.

Google Scholar