DocumentCode :
3239858
Title :
A damage identification method using wavelet package and fractal for cable-stayed bridge
Author :
Yao, Changrong ; Li, Yadong
Author_Institution :
Sch. of Civil Eng., Southwest Jiaotong Univ., Chengdu, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
1891
Lastpage :
1894
Abstract :
In this paper, a new structural damage identification method using correlation dimension (Dr) of wavelet package of vibration detection signals to monitoring structural damage is proposed based on the significant ability of wavelet in signal local analysis with that of fractal in nonlinear processing. Firstly, the vibration detection signal is decomposed into each frequency band according to wavelet packet analysis, and then Dr of each wavelet packages are calculated, lastly, cross entropy correlation dimensions between damaged and undamaged signal are served as an index for damage identification. A numeric example shows that the method can resist noise disturbs and detect the structural damage effectively.
Keywords :
bridges (structures); condition monitoring; structural engineering; vibrations; wavelet transforms; cable-stayed bridge; cross entropy correlation dimension; fractal; signal local analysis; structural damage identification method; vibration detection signal; wavelet package; wavelet packet analysis; Acceleration; Bridges; Correlation; Fractals; Publishing; Vibrations; Wavelet analysis; cable-stayed bridge; correlation dimension; damage identification; entropy; wavelet package;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775414
Filename :
5775414
Link To Document :
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