DocumentCode
532112
Title
Notice of Retraction
Damage identification based on wavelet packets & Frequency Response Function
Author
Song Zishou ; Zhou Kui ; Li Husheng
Author_Institution
Sch. of Environ. & Archit., Shanghai Univ. Of Sci. & Technol., Shanghai, China
Volume
5
fYear
2010
fDate
22-24 Oct. 2010
Abstract
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Single method for damage identification is not sensitive to some damages. A new damage identification method is proposed in this paper based on Frequency Response Function and wavelet packet, Take frequency response functions (FRF) which before and after structure damage as signals and carry out wavelet packets analysis. By simulation of damage detection to the continuous beam, it proves feasibility of the method for damage detection. It not only can identify the minuteness damage in structure and get good effect, but also damage which near support can be detected, provides a way for structure on-line monitoring.
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Single method for damage identification is not sensitive to some damages. A new damage identification method is proposed in this paper based on Frequency Response Function and wavelet packet, Take frequency response functions (FRF) which before and after structure damage as signals and carry out wavelet packets analysis. By simulation of damage detection to the continuous beam, it proves feasibility of the method for damage detection. It not only can identify the minuteness damage in structure and get good effect, but also damage which near support can be detected, provides a way for structure on-line monitoring.
Keywords
beams (structures); condition monitoring; frequency response; structural engineering; wavelet transforms; continuous beam; damage detection; damage identification method; frequency response function; structural damage monitoring; wavelet packets analysis; Force; Indexes; Monitoring; Frequency Response Function; damage identification; wavelet packets;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Application and System Modeling (ICCASM), 2010 International Conference on
Conference_Location
Taiyuan
Print_ISBN
978-1-4244-7235-2
Type
conf
DOI
10.1109/ICCASM.2010.5619994
Filename
5619994
Link To Document