Cable Deflection and Gravity Stiffness of Cable-Stayed Suspension Bridge

Guo Ping Xia; Zhe Zhang

doi:10.4028/www.scientific.net/AMR.255-260.1039

Paper Titles

Anti-Shear Reliability Analysis of Existing Pre-Tensioned Prestressed Concrete Beam Bridges under Atmosphere Condition
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Stochastic Analysis of Prestressed Concrete Cable-Stayed Bridges Considering Construction Errors
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Bearing Simulation in Seismic Response Analysis of a Multi-Span Continuous Girder Bridge
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Damage Analysis of the Bridge Structure Based on the Modal Parameters
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Cable Deflection and Gravity Stiffness of Cable-Stayed Suspension Bridge
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Study on the Construction Control of Long-Span V-Shape Rigid Frame Composite Arch Bridges
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The Rehabilitation Project of Highland Road Tunnel
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Overall and Step Iterative Algorithm of Cable Force for Multi-Rib Steel Truss Arch Bridge in Procedure of Rib Segments Assembling
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Elasto-Plastic Stability Analysis of a Twin Continuous Rigid Frame Bridge with 195m High Single Pier
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Cable Deflection and Gravity Stiffness of...

Cable Deflection and Gravity Stiffness of Cable-Stayed Suspension Bridge

Abstract:

The paper studye the cable deflections of cable-stayed suspension bridge subject to living load. in addition, an analytical formula of the gravity stiffness of the cable-stayed suspension bridge is derived. Duo to the dead load state in the cable-stayed part is more differ from that in the suspension part, the research aim at different parts of the cable in the cable-stayed suspension bridge. Using the energy relation principle associated with deformation of the cable, the cable deflections and gravity stiffness of cable-stayed suspension bridge are derived.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

1039-1042

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.1039

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Online since:

May 2011

Authors:

Guo Ping Xia, Zhe Zhang

Keywords:

Cable-Stayed Suspension Bridge, Energy Relation Principle, Gravity Stiffness

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References

[1] Hongye Wu: Static Property Analysis of Self-anchored Combined Cable-stayed Suspension Bridge, Dalian University of Technology(2007).

Google Scholar

[2] Liu Zhao, Liu Hou-jun:New Arithmetic For Cable Deflection and Gravity Stiffness of Suspension Bridge. Engineerting Mechanics, Vol. 26 No.6(2007), p.127. (in Chinese)

Google Scholar

[3] Xu Junlan,Xiang Zhongfu.Discussing gravity stiffness of suspension bridges[J].Journal of Chongqing Jiaotong Institute,2000,19(2):71―74.(in Chinese)

Google Scholar

[4] Chen Renfu.Theory of long-span suspension bridges[M].Chengdu:Southwest Jiaotong University Press,1994.(inChinese)

Google Scholar

[5] Jimsing N J.Cable supported bridges—Concept & Design.England:John Wiley& Sons,1997.

Google Scholar