DocumentCode
492164
Title
Damage Identification Methods for Support Position of Tower Structure Based on Information Extension
Author
Gao, Baifeng ; Li, Huijian ; Liu, Yanxia
Author_Institution
Dept. of Eng. Mech., Yanshan Univ., Qinhuangdao
fYear
2008
fDate
21-22 Dec. 2008
Firstpage
555
Lastpage
558
Abstract
This paper provides one damage identification method for support position of tower structure based on dynamic response information extension. On the basis of obtaining dynamic response information of tower structure under environment excitation, wavelet transform is adopted for structure damage location identification. When there is damage in the support of tower structure, dynamic response information of upper structure cannot show the space domain information of the support position. Therefore, through effective extension of dynamic response information, at the same time of eliminating the Gibbs Phenomenon on the boundary of initial dynamic response information interval, damage identification of support position is achieved. Analysis result of examples shows that this method is very effective and reliable for damage identification of support position of tower structure.
Keywords
dynamic response; failure analysis; poles and towers; structural engineering; wavelet transforms; damage identification method; dynamic response information extension; tower structure; wavelet transform; Acceleration; Curve fitting; Genetic mutations; Isolation technology; Load forecasting; Poles and towers; Reliability engineering; Signal processing; Space technology; Wavelet transforms; damage identification; information extension; support damage; wavelet transform;
fLanguage
English
Publisher
ieee
Conference_Titel
Knowledge Acquisition and Modeling Workshop, 2008. KAM Workshop 2008. IEEE International Symposium on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-3530-2
Electronic_ISBN
978-1-4244-3531-9
Type
conf
DOI
10.1109/KAMW.2008.4810548
Filename
4810548
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