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Abstract
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Article Information:
Case Study on 4000 m-span Cable-stayed Suspension Bridge
Haijun Wang, Jiandong Wang and Hua Wei
Corresponding Author: Haijun Wang
Submitted: September 22, 2012
Accepted: November 23, 2012
Published: April 19, 2014 |
Abstract:
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This study describes the case studies for a cable-stayed suspension bridges proposed over the Tsugaru Strait, Japan. Center Bridge is designed as a compound bridge of suspension bridges and cable-stayed bridges with 4000 m super-long-span. Case studies about the effects of cable-stayed bridge length, the design of sub-cable, height and stiffness of main tower, type of foundation and length of side span on displacement were carried out. With appropriate design of above parameters, the compound bridge can reduce horizontal displacement of main tower and vertical deflection in the central portion and enhance resistance to partial loading. The study reports the results based on these case studies.
Key words: Cable-stayed suspension bridge, case study, compound bridge, Tsugaru Strait Bridge, , ,
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Cite this Reference:
Haijun Wang, Jiandong Wang and Hua Wei, . Case Study on 4000 m-span Cable-stayed Suspension Bridge. Research Journal of Applied Sciences, Engineering and Technology, (15): 2998-3001.
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ISSN (Online): 2040-7467
ISSN (Print): 2040-7459 |
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