DocumentCode
3458160
Title
Identification Method of Main Structural Vibration Modal Based on Information Filtering
Author
Gao, Baifeng ; Li, Huijian ; Jiang, Xin
Author_Institution
Dept. of Eng. Mech., Yanshan Univ., Qinhuangdao, China
fYear
2009
fDate
7-9 Dec. 2009
Firstpage
76
Lastpage
78
Abstract
The structural vibration mode can be used as the characteristics parameters for identification of structural damage, achieving the positioning of structural damage through the wavelet transform. However, the identification of structural damage nearby information borders cannot be obtained due to the border effects. As vibration information borders are areas with larger structure loading effect, it is of great significance to realize the damage identification of structural border arrears through suppressing the border effect of vibration information. The existing border inhibitory methods failed to fully consider the characteristics of information itself, leading to the disadvantage with more discontinuity points near original information borders. Based on this point, border effect suppression method according to information expansion is discussed in this paper. As the illustration of calculation, this method can hold the validity and reliability for inhibition of border effect on discrete information interval of structural vibration mode.
Keywords
information filtering; structural engineering computing; vibrations; wavelet transforms; border effect suppression method; discrete information interval; structural damage; structural vibration modal based on information filtering; vibration information; wavelet transform; Bridges; Condition monitoring; Discrete wavelet transforms; Information filtering; Parameter estimation; Power engineering and energy; Signal analysis; Vibration control; Wavelet analysis; Wavelet transforms;
fLanguage
English
Publisher
ieee
Conference_Titel
Innovative Computing, Information and Control (ICICIC), 2009 Fourth International Conference on
Conference_Location
Kaohsiung
Print_ISBN
978-1-4244-5543-0
Type
conf
DOI
10.1109/ICICIC.2009.233
Filename
5412432
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