Based on the Minimal Stress Method for the Determination of the Reasonable Completed Bridge Cable Force

Shao Xia Gao; Bao Chu Yu; Chao Gao; Zhen Zhen Wang

doi:10.4028/www.scientific.net/AMM.178-181.2058

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 178-181Based on the Minimal Stress Method for the...

Based on the Minimal Stress Method for the Determination of the Reasonable Completed Bridge Cable Force

Abstract:

The cable-stayed bridge is a type of the bridges that can utilize the material properties fully and rationally.They are most favored by designers both at home and abroad with its good economic performance and crossover capability. we use the method of the minimal stress with constraints to optimize the cable force of the completed bridge under dead loads. In this way, we can attain the goal of reducing the project cost.

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Periodical:

Applied Mechanics and Materials (Volumes 178-181)

Pages:

2058-2061

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.178-181.2058

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Online since:

May 2012

Authors:

Shao Xia Gao, Bao Chu Yu, Chao Gao, Zhen Zhen Wang

Keywords:

Cable Force Optimization of the Completed Bridge, Cable-Stayed Bridge, Minimal Stress Method with Constraints

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