The self-anchored suspension bridge provides a competitive solution for bridges with short or moderate spans. This paper introduces some key techniques used in three concrete, self-anchored suspension bridges in China: GoldenBay Bridge, LanQi Bridge and WanXin Bridge. GoldenBay Bridge was the first concrete self-anchored suspension bridge in China. WanXin Bridge has a main span of 160 m. The appropriate structural forms were designed to take account of their different geographic positions, surrounding environments and functions. In the WanXin Bridge, two sliding saddles and one fixed saddle are set at each end of the main girder. The cables are made of a continuous galvanised steel rope passing over all saddles, and the two main cables form a closed loop. It was the first time that the practice of using a looped main cable had been utilised in China. Currently, the WanXin Bridge has the longest span of all concrete, self-anchored suspension bridges in the world. The final part of the paper describes the model investigation, developed to understand the basic structural behaviour of the WanXin Bridge.
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December 2006
Research Article|
December 01 2006
Recent concrete, self-anchored suspension bridges in China
Z. Zhang;
Z. Zhang
Professor
Bridge Engineering Institute, Dalian University of Technology
China
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Q.-J. Teng;
Q.-J. Teng
PhD student (Bridge Engineering)
Dalian University of Technology
China
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W.-L. Qiu
W.-L. Qiu
Vice-professor
Bridge Engineering Institute, Dalian University of Technology
China
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Publisher: Emerald Publishing
Received:
June 01 2005
Accepted:
September 12 2006
Online ISSN: 1751-7664
Print ISSN: 1478-4637
© 2006 Thomas Telford Ltd
2006
Proceedings of the Institution of Civil Engineers - Bridge Engineering (2006) 159 (4): 169–177.
Article history
Received:
June 01 2005
Accepted:
September 12 2006
Citation
Zhang Z, Teng Q, Qiu W (2006), "Recent concrete, self-anchored suspension bridges in China". Proceedings of the Institution of Civil Engineers - Bridge Engineering, Vol. 159 No. 4 pp. 169–177, doi: https://doi.org/10.1680/bren.2006.159.4.169
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