DocumentCode
2108053
Title
Structural Optimization for the China UHV Transmission Steel Tower
Author
Yang Jing-bo ; Wu Jing ; Li Mao-hua ; Han
Author_Institution
Dept. of Eng. Mech., China Electr. Power Res. Inst., Beijing, China
fYear
2010
fDate
28-31 March 2010
Firstpage
1
Lastpage
4
Abstract
Abstract-The Ultra High Voltage (UHV) transmission steel tower develops with characteristics of heavy load, high rise and complicate structure. For the reliability and rationality, it is necessary to optimizate tower structure in the design. In this paper, structural optimazition of material and section of tower member and computation model of design are studied for the China UHV tower. According to technical and economical comparisons on material strength and section type of tower members, optimizing rules by applying high strength steel angle and steel tube are concluded for different UHV towers. Considering the adverse influence of bar-end bending moment of steel tube on the tower bearing capacity, it is adviced to design the steel tubular tower by adopting integral space truss model with beam-bar hybird element. All above results have gone through full-scale tests, and have been applied in the China UHV projects.
Keywords
HVDC power transmission; optimisation; poles and towers; steel; structural engineering; China; UHV transmission steel tower; bar-end bending moment; beam-bar hybird element; compuation model; high strength steel angle; reliability; steel tube; structural optimization; Building materials; Circuits; Design optimization; Leg; Optimization methods; Poles and towers; Power generation economics; Power grids; Steel; Testing;
fLanguage
English
Publisher
ieee
Conference_Titel
Power and Energy Engineering Conference (APPEEC), 2010 Asia-Pacific
Conference_Location
Chengdu
Print_ISBN
978-1-4244-4812-8
Electronic_ISBN
978-1-4244-4813-5
Type
conf
DOI
10.1109/APPEEC.2010.5449025
Filename
5449025
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