Study on Cable Force Optimization for Extradosed Cable-Stayed Bridge under the Rational Completion Stage

Xiao Lei Wang; Tian Liang; Tie Dong Qi

doi:10.4028/www.scientific.net/AMM.501-504.1170

Paper Titles

Research on Masonry Arch-Bridges Reinforcement and Reconstruction Methods
p.1152

Study on Critical Speed of High-Speed Train Running on Bridge under Strong Crosswind
p.1157

Dynamic Isolation Model Scheme Optimization Based on Fuzzy Decision Theory of Self-Anchored Cable-Stayed Suspension Bridge
p.1162

Study on Distributed Properties of Welding Residual Stress in Bridge Nodes
p.1166

Study on Cable Force Optimization for Extradosed Cable-Stayed Bridge under the Rational Completion Stage
p.1170

The Analysis of Stayed Cable Wind-Induced Vibration Morphology and Damping Measures
p.1174

Analysis and Evaluation on Safety of Old Stone Arch Bridge Based on Current Specification
p.1178

Development of Techniques for the Construction of PC Composite Box-Girder Bridge with Corrugated Steel Webs
p.1182

Modeling and Dynamic Characteristics Analysis of the Qiantangjiang Rail-Cum-Road Bridge
p.1187

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Study on Cable Force Optimization for Extradosed...

Study on Cable Force Optimization for Extradosed Cable-Stayed Bridge under the Rational Completion Stage

Abstract:

The extradosed cable-stayed bridge is a new type of bridge developed in recent year. The optimization methods commonly used are based on the cable-stayed bridge and not entirely suit for the extradosed cable-stayed bridge. The paper puts forward a new optimization method, which applies the unknown coefficient functions aided by MIDAS/CIVIL, it takes the reasonable feasible range of dead moment solved by stress balanced method as the constraint condition, makes the square of unknown coefficients as objective function, and solves the cable force based on the effect matrix method thus to determine the cable force in reasonably completion state. This new method is verified with favorable effect, the internal force of this structure appear significant improvement. And finally, the results show better cable force obtained under the method in this paper compared with the cable force under other constraint conditions and objective functions.

You might also be interested in these eBooks

Advances in Civil and Structural Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

1170-1173

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1170

Citation:

Cite this paper

Online since:

January 2014

Authors:

Xiao Lei Wang, Tian Liang*, Tie Dong Qi

Keywords:

Cable Force, Effect Matrix Method, Extradosed Cable-Stayed Bridge, Optimization

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] W.Y. Long, Troitsky Michael S, Zielinski Zenon A: Optimum design of cable-stayed bridges. Structural Engineering and Mechanics. 1999, 7(3): 241-257.

DOI: 10.12989/sem.1999.7.3.241

Google Scholar

[2] R. C. Xiao, H. f. Xiang. Influence matrixmethod of cable tension optimization for cable-stayed bridges. Journal of Tongji University, 1998, 26(3): 235-240. (In Chinese).

Google Scholar

[3] Ministry of Transport of the People's Republic of China: Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges (JTGD62-2004) (China Communications Press, Beijing2007) (In Chinese).

Google Scholar