Structural Optimization of Transmission Line of Steel Poles: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Structural Optimization of Transmission Line of Steel Poles

Qin, Li / Luo, Ya-Nan / Huang, Peng

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.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Structural Optimization of Transmission Line of Steel Poles

Qin, Li / Luo, Ya-Nan / Huang, Peng

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.

Structural Optimization of Transmission Line of Steel Poles

Qin, Li / Luo, Ya-Nan / Huang, Peng

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.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Structural Optimization of Transmission Line of Steel Poles

Contributors:

Qin, Li (author) / Luo, Ya-Nan (author) / Huang, Peng (author)

Published in:

CEABM, International Conference on Civil Engineering, Architecture and Building Materials, 2 ; 48-51

Applied Mechanics and Materials ; 166-169

Publication date:

2012

Size:

4 Seiten

ISSN:

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.48

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

Übertragungsleitung , Gefügeoptimierung , Stahlrohr , Beladungszustand , Design-Bedingung

Similar titles

Structural Optimization of Transmission Line of Steel Poles

Qin, L. / Luo, Y.N. / Huang, P. | British Library Conference Proceedings | 2012

Transmission line poles

Engineering Index Backfile | 1930

Transmission line poles of steel and reinforced concrete

von Bronneck, H. | Engineering Index Backfile | 1937

Transmission line poles of steel and reinforced concrete

von Bronneck, H. | Engineering Index Backfile | 1937

Transmission line poles of steel and reinforced concrete

von Bronneck, H. | Engineering Index Backfile | 1937