DocumentCode
2203403
Title
Responses analysis of high pressure transmission tower under the effect of ruptured wire loads
Author
Xu, Qian ; Jian, Zheng ; Hu, Feng
Author_Institution
Sch. of Civil Eng. & Archit., Xi´´an Univ. of Technol., Xi´´an, China
fYear
2011
fDate
9-11 Sept. 2011
Firstpage
4492
Lastpage
4496
Abstract
This passage mainly studies the effects of ruptured wire loads on high pressure transmission tower, when the wires linked the tower break. Normally, the transmission wires are strained, but while there are defects on wires or effects of explosion and thunder on the wires, these wires may break, which will causes considerable impact effects on tower. Nevertheless in current Tower Design Code, the ruptured wire loads are regarded as static ones without considering dynamic effects of ruptured wire loads. However, the results calculated by FLM reflect that ruptured wire loads have much larger impact effects on tower. While the landlines are intact, the impacts will be larger and larger with number of ruptured wires rising.
Keywords
poles and towers; pressure; structural engineering; wires; high pressure transmission tower; response analysis; ruptured wire load; tower design code; transmission wires; Computers; Conductors; Educational institutions; Poles and towers; Power transmission lines; Vibrations; Wires; impact effects; landlines; ruptured wires loads; transmission tower; wires;
fLanguage
English
Publisher
ieee
Conference_Titel
Electronics, Communications and Control (ICECC), 2011 International Conference on
Conference_Location
Zhejiang
Print_ISBN
978-1-4577-0320-1
Type
conf
DOI
10.1109/ICECC.2011.6068030
Filename
6068030
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