Structural Optimization of Transmission Line of Steel Poles

Article Preview

Abstract:

For the structural optimization of transmission line of steel pipe poles,the structural mass was considered the objective of the economic optimization, the taper of shaft and then the thickness of each wall with the taper of shaft were successively regarded as the design variables, established mathematical modal of transmission line of steel-pipe pole. Various conditions of load calculation were accomplished. Themost unfavorable load condition founded were taken as the design load condition.And LIN-GO is introduced to solve some optimization problems about the design variables. From what has been analysed , it is proved using L INGO on structural optimization of transmission line of steel pipe poles Can significantly reduce the amount of steel used.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

48-51

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Xie ShanWang, Yu jiong Gu . Power transmission line steel pole tip deflection pull the analytical method and the simple method [J]. Modern Power, 2002, 19 (3) :35-40.

Google Scholar

[2] Chau Lu . 220 kV steel pole optimal design parameters and design features of the Red River [J]. 2007,26 (2) :17-20.

Google Scholar

[3] National Power Company issued. Overhead transmission line steel pole design requirements. Beijing: China Electric Power Press, 2002.

Google Scholar

[4] Fei xiang Luo , Xingpeng Ju, Yang and Li. LINGO optimization in engineering design applications [J]. Shan xi Architecture, 2008,34 (25) :367-368.

Google Scholar

[5] Timoshenko S, Gail J. Mechanics of Materials [M]. Beijing: Science Press,978.448-462.

Google Scholar