Study on Anti-Overturning Design of Ramp Bridge Continuous Beam

Jia Mei Zhao

doi:10.4028/www.scientific.net/AMR.1065-1069.969

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Study on Anti-Overturning Design of Ramp Bridge...

Study on Anti-Overturning Design of Ramp Bridge Continuous Beam

Abstract:

Currently, a lot of ramps adopted continuous box girder with single column pier structure in a bridge design. If the structure is mishandled, the box girder is likely to cause overall overturn under overloaded vehicles. The cause of overturn is analyzed and calculated, and through comparing the anti-overturning ability of different substructures, the key design points are put foreword to provide some experience for the design.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

969-971

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.969

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Online since:

December 2014

Authors:

Jia Mei Zhao*

Keywords:

Continuous Box, Overturning, Ramp

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* - Corresponding Author

References

[1] General code for design of highway bridges and culverts (JTG D60-2004).

Google Scholar

[2] Code for design of highway reinforced concrete and prestressed bridges and culverts (JTG D62-2004).

Google Scholar

[3] Huang guoyong, Lan changing, Resisting overturning analysis and reinforcement design method of single column pier. Highway transportation technology, 2011 (12)：87-89.

Google Scholar

[4] Wu hongxiao. Resisting overturning safety evaluation and reinforcement design method of continuous single piers. Urban roads and flood control, 2010 (4)：88-90.

Google Scholar

[5] Resisting overturning study of ramp single piers. Value engineer, 2010 (15)：78.

Google Scholar