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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Zhang Limei Li Qilian Zhang Yue Du Shoujun Liu Weiran |
| Copyright Year | 2010 |
| 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. |
| Starting Page | 891 |
| Ending Page | 895 |
| File Size | 363134 |
| Page Count | 5 |
| File Format | |
| ISBN | 9781424468805 |
| e-ISBN | 9781424468812 |
| DOI | 10.1109/iCECE.2010.228 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 2010-06-25 |
| Publisher Place | China |
| Access Restriction | Subscribed |
| Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Subject Keyword | Wavelet transforms Wavelet transformation Element damage Wavelet analysis Steel truss structure Numerical models Finite element methods Steel Strain Strain mode difference |
| Content Type | Text |
| Resource Type | Article |
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