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    Abstract
2013 (Vol. 6, Issue: 02)
Article Information:

A Proposal for 4000m-span Cable-stayed Suspension Bridge

Haijun Wang, Anjing Lai and Hua Wei
Corresponding Author:  Haijun Wang 

Key words:  Cable-stayed suspension bridge, super-long-span, Tsugaru Strait Bridge, , , ,
Vol. 6 , (02): 265-268
Submitted Accepted Published
September 22, 2012 November 23, 2012 June 10, 2013
Abstract:

This study proposed a compound bridge of suspension bridges and cable-stayed bridges with 4000 m super-long-span over the Tsugaru Strait, Japan. Near to the main towers, cable-stayed bridges and prestressed concrete decks are proposed. It is helpful to enhance rigidity and endure the great axial compression force. In the center of the span, suspension bridges and steel box decks are stiffened by trusses, it can reduce self-weigh and the space between girders, thus contribute to aero-elastic stability. RCFT main tower, RC shell pier and RCFT jacket foundation can enhance rigidity and reduce self-weigh. As a result, the live-dead load ratio of proposal is 0.05 and it is equivalent to 2500m-span suspension bridge.
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  Cite this Reference:
Haijun Wang, Anjing Lai and Hua Wei, 2013. A Proposal for 4000m-span Cable-stayed Suspension Bridge.  Research Journal of Applied Sciences, Engineering and Technology, 6(02): 265-268.
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ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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