DocumentCode
3009077
Title
Element Damage Detection of Steel Truss Structure Based on the Method of Wavelet Transformation
Author
Limei, Zhang ; Li Qilian ; Yue, Zhang ; Du Shoujun ; Weiran, Liu
Author_Institution
Civil Eng. & Archit., Hebei Univ. of Sci. & Technol., Shijiazhuang, China
fYear
2010
fDate
25-27 June 2010
Firstpage
891
Lastpage
895
Abstract
Damages exist in every truss structure during long using process, so it´s necessary to find the damages of using structures promptly avoiding collapse. Pole elements are the main members of steel truss structures, and the damage of these structures often appear pole elements, so the element damage information not node damage information must be adopted to judge the damage location. On the other hand, damages represent changes of the structural local properties, while wavelet transformation analysis can indicate the structural local properties in time domain and frequency domain. Strain mode differences are the sensitive parameters to the truss structure, therefore the wavelet transformation analysis base of strain mode differences can be used to define the element damage location of steel truss structure in this paper. The results show that this method can be used to determine element damage location of the truss structure and these were valuable to the practical project.
Keywords
condition monitoring; steel; structural engineering; supports; time-domain analysis; wavelet transforms; damage location; steel truss structure; strain mode differences; structural damage detection; time-frequency domain analysis; wavelet transformation analysis; Finite element methods; Numerical models; Steel; Strain; Wavelet analysis; Wavelet transforms; element damage; steel truss structure; strain mode difference; wavelet transformation;
fLanguage
English
Publisher
ieee
Conference_Titel
Electrical and Control Engineering (ICECE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-6880-5
Type
conf
DOI
10.1109/iCECE.2010.228
Filename
5631364
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