The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge

Hong Tao Bi; Liang Wu

doi:10.4028/www.scientific.net/AMM.274.490

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 274The Length Optimization of Non-Stayed Cable...

The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge

Abstract:

In this paper, combined with the background engineering, according to the cable-stayed bridge's design theory, through the adjustment of cable force to change the structure's internal force by using the big general finite element method software which is named Midas/Civil, and then analyzed the related parameters affecting to structural internal force and distortion, which obtained the reasonable length of non-stayed cable segment to this kind of bridge.

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Periodical:

Applied Mechanics and Materials (Volume 274)

Pages:

490-495

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.274.490

Citation:

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Online since:

January 2013

Authors:

Hong Tao Bi, Liang Wu

Keywords:

Length of Non-Stayed Cable Segment, Low-Pylon Cable-Stayed Bridge, Mechanical Property, Numerical Analysis

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References

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