Development of Self-Anchored Cable-Stayed Suspension Bridge in China

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Abstract:

Self-anchored cable-stayed suspension bridge has highly competitive in large-span bridge scheme selection due to it combines both stress characteristics and structural characteristics of cable-stayed bridge and self-anchored suspension bridge. This paper focuses on the development of self-anchored and earth-anchored cable-stayed suspension bridge in China, lists the bidding scheme and the actual project of this type bridges.

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387-390

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February 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Wang Bohui. Cable-stayed suspension bridge[J]. Journal of Liaoning College of Communications. 2000, 2(03): 1-6.

Google Scholar

[2] Meng Yun, Liu Dong and Sun Su hong. Design and research of long span P.F. C cable-stayed suspension bridge [J]. Journal of Chongqing Jiaotong College. 1999, (04): 8-12, 39.

Google Scholar

[3] Wang Bohui. Cable stayed bridge in Taiwan[J]. Northeast highway, 2000, 23(4): 56-61, 45.

Google Scholar

[4] Fang Shi le, Wang Ping. Design and conception of Lingdingyang East Channel Bridge[J]. Guangdong Highway Survey and design, 1999, (3): 36-48.

Google Scholar

[5] Wang Bohui. Cable-stayed suspension bridge(Continued) [J]. Journal of Liaoning College of Communications. 2000, 2(4): 1-7.

Google Scholar