Technical Papers
Feb 7, 2014

Technical Innovations of the Aizhai Bridge in China

Publication: Journal of Bridge Engineering
Volume 19, Issue 9

Abstract

The recently completed Aizhai Bridge in the west of Hunan Province in China is a long-span suspension bridge across a deep canyon. In view of the particular problems posed by the surrounding landscape and geologic conditions, and to minimize the impact of the bridge on the natural environment, a novel pylon-girder detached suspension structure was adopted, in which there is a large difference in the span between the main cable and the stiffening girder. As part of the design process, a method for stability analysis of the combined system of pylon, anchorage, tunnel, and rock cliff was developed. In addition, to solve the problems involved in the transportation and erection of the stiffening girder of such a long-span suspension bridge in a mountainous area, a novel girder-conveying track cable method was developed.

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References

Bamberg, W., Elms, C. P., Hosenthien, H. H., and Voss, W. (1979). Assessment of the Mueller Aerobus system: The system installed and operated for the Bundesgartenschau 1975, Mannheim, Germany, Urban Mass Transportation Administration, Washington, DC.
BNLAS [Computer software]. Chengdu, Sichuan, China, Southwest Jiaotong Univ.
Cui, J. F., Hu, J. H., and Liu, R. (2008). “General static analysis of Aizhai suspension bridge.” Hunan Commun. Sci. Technol., 34(2), 75–78.
Dong, Z. H., Zhang, Q. H., Ding, X. L., and Zhang, L. J. (2005). “Numerical analysis of rock mass stability in tunnel anchoring of Aizhai bridge.” J. Yangzi River Sci. Res. Inst., 22(6), 54–58.
FLAC3D 2.10 [Computer software]. Minneapolis, Itasca Consulting Group.
Hu, J. H., et al. (2007a). Construction drawings of the 6A contract section of the expressway from Jishou to Chadong in Hunan province, Hunan Provincial Communications Planning, Survey and Design Institute, Changsha, China.
Hu, J. H., Shen, R. L., and Zhang, G. M. (2007b). “A total bridge model study of the Pingsheng Bridge in Foshan.” China Civil Eng. J., 40(5), 17–25.
Liu, G., Peng, Y. D., Zhou, P., Tong, Y. Q., and Pang, S. X. (2009). “Research on erection methods of steel stiffening truss girder for Baling River bridge.” J. Highway Transp. Res. Dev., 26(5), 80–85.
Qian, D. S., and Chen, R. F. (1999). Design and construction of long-span suspension bridge, Southwest Jiaotong University Press, Chengdu, China, 51–54.
Shen, R. L. (1996). “Design and calculation of suspension bridge main cable.” China Civil Eng. J., 29(2), 3–9.
Shen, R. L., Zhang, D. S., and Shen, Z. J. (2004). “The mechanical properties of the suspension cable structure in Aerobus transit system.” China Civil Eng. J., 37(4), 13–18.
Tang, M. L. (2003). “Spatial geometrically nonlinear analysis and software development for long-span suspension bridge.” Doctoral dissertation, Southwest Jiaotong Univ., Chengdu, China.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 19Issue 9September 2014

History

Received: Jan 4, 2013
Accepted: Dec 16, 2013
Published online: Feb 7, 2014
Discussion open until: Jul 7, 2014
Published in print: Sep 1, 2014

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Authors

Affiliations

Hu Jianhua, M.ASCE [email protected]
Ph.D. Candidate, Hunan Provincial Communications Planning, Survey and Design Institute, Changsha, Hunan Province 410008, China. E-mail: [email protected]
Shen Ruili, M.ASCE [email protected]
Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan Province 610031, China (corresponding author). E-mail: [email protected]

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