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Volume 43 Issue 8
Dec.  2014
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Article Contents
Wang Xin, Hu Weibing, Han Guangsen. STRUCTURAL DAMAGE ALARMING FOR ANCIENT WOOD FRAME STRUCTURE BASED ON WAVELET PACKET ENERGY SPECTRUM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 24-28. doi: 10.13204/j.gyjz201308005
Citation: Wang Xin, Hu Weibing, Han Guangsen. STRUCTURAL DAMAGE ALARMING FOR ANCIENT WOOD FRAME STRUCTURE BASED ON WAVELET PACKET ENERGY SPECTRUM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 24-28. doi: 10.13204/j.gyjz201308005

STRUCTURAL DAMAGE ALARMING FOR ANCIENT WOOD FRAME STRUCTURE BASED ON WAVELET PACKET ENERGY SPECTRUM

doi: 10.13204/j.gyjz201308005
  • Received Date: 2013-04-11
  • Publish Date: 2013-08-20
  • The structural performance degradation and the size and location of damage are determined by structural vibration test and wavelet packet energy spectrum, which can be used for the early damage warning of large ancient wood frame architectures.The acceleration signal of dynamic response is obtained by finite element simulation, the change of signal energy spectrum is obtained to evaluate the structural damage state.It is concluded that the structural natural frequencies are not sensitive to the plane ancient wood frame structure, it is difficult to determine the damage location.With the increase of damage degree, the change of signal energy spectrum increases, which can describe the structural damage state qualitatively and quantitatively.The variation of wavelet sub-signal energy spectrum is related to the location of damage, it is shown that the damage degree is most sensitive to the joint of mortise and tenon, secondly in the midspan of beam, finally in the bottom of column.
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