DocumentCode :
2074652
Title :
Study on natural-frequency-based structural damage identification of steel transmission tower
Author :
Wang, Hongxu
Author_Institution :
Coll. of Eng., Ocean Univ. of China, Qingdao, China
fYear :
2011
fDate :
16-18 Dec. 2011
Firstpage :
1382
Lastpage :
1385
Abstract :
The material theft of steel transmission towers has been an annoying problem in China, which often brings about severe accidents and imperils the entire power system. This paper deals with a feasibility study of utilizing natural frequencies in structural damage identification of steel transmission towers, which are three-dimensional spatial structures. On the basis of the finite element model of a 110 kV self-supporting steel transmission tower, the natural frequency variations between the intact and damaged states of the target transmission tower are analysed and compared. Finally, the influence of structural damage on natural frequencies is summarised, and the feasibility of real-time monitoring on transmission tower against steel theft is verified through some numerically simulated damage identification tests.
Keywords :
accident prevention; poles and towers; power systems; steel; structural engineering; China; accidents; natural-frequency-based structural damage identification; power system; steel theft; steel transmission tower; three-dimensional spatial structures; Finite element methods; Monitoring; Poles and towers; Power cables; Reliability; Steel; Vibrations; damage identification; natural frequency; power cable; power transmission tower; structural damage;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Transportation, Mechanical, and Electrical Engineering (TMEE), 2011 International Conference on
Conference_Location :
Changchun
Print_ISBN :
978-1-4577-1700-0
Type :
conf
DOI :
10.1109/TMEE.2011.6199464
Filename :
6199464
Link To Document :
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