Analysis of Continuous Girder Bridge Based on Different Codes

Meng Ying Liu; Bang Zhe Liu

doi:10.4028/www.scientific.net/AMM.361-363.1311

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 361-363Analysis of Continuous Girder Bridge Based on...

Analysis of Continuous Girder Bridge Based on Different Codes

Abstract:

As the object to continuous girder bridges of movable formwork construction,for the same real bridge according to the new code and old code respectively establish finite element mode and for the corresponding calculation and checked, through the comparative analysis about construct materials, calculation conditions and the calculation results, etc,to discuss the difference of the design results between the new standard and the old standard, in order to accumulated useful experience about designing new bridge and reinforcing and reforming old bridge.

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Periodical:

Applied Mechanics and Materials (Volumes 361-363)

Pages:

1311-1314

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.361-363.1311

Citation:

Cite this paper

Online since:

August 2013

Authors:

Meng Ying Liu*, Bang Zhe Liu

Keywords:

Bridge Engineering, Code Comparison, Continuous Frame Bridge, Finite Element, Movable Formwork

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* - Corresponding Author

References

[1] Yue Xu, Yajun Wang, Zhenjiang Wan. Design of prestressed concrete bridges of continuous girder. " (2000)People, s traffic press. In Chinese.

Google Scholar

[2] Ministry of Communications of China. Code for design of highway reinforced concrete and prestressed concrete bridges and culverts (JTG D62-2004)", (2004)People, s traffic press. In Chinese.

Google Scholar

[3] Ministry of Communications of China. General code for design of highway bridges and culverts (JTG D60-2004)", (2004)People, s traffic press. In Chinese.

Google Scholar

[4] Ministry of Communications of China. Code for design of highway reinforced concrete and prestressed concrete bridges and culverts (JTG D62-1985)", (1985) People, s traffic press. In Chinese.

Google Scholar

[5] Ministry of Communications of China. General code for design of highway bridges and culverts (JTG D60-1989)", (1989) People, s traffic press. In Chinese.

Google Scholar

[6] Lichu Fan. Prestressed concrete continuous girder bridge. " (1988) People, s traffic press. In Chinese.

Google Scholar