Damage Identification from Flexibility Matrix Using Wavelet Transform-Reference-Cited by-同舟云学术

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Damage Identification from Flexibility Matrix Using Wavelet Transform

Published:2012 Issue: Volume: Page:317-325
ISSN:2191-5644
Container-title:Topics on the Dynamics of Civil Structures, Volume 1
language:
Short-container-title:

Author:

Masoumi M.,Ashory M. R.

Publisher

Springer New York

Link

http://link.springer.com/content/pdf/10.1007/978-1-4614-2413-0_32

Reference18 articles.

1. Taha MMR, Noureldin A, Lucero JL, Baca TJ (2006) Wavelet transform for structural health monitoring: a compendium of uses and features. Struct Health Monit 5:267–295

2. Wang Q, Deng X (1999) Damage detection with spatial wavelets. Int J Solids Struct 36:3443–3468

3. Hong JC, Kim YY, Lee HC, Lee YW (2002) Damage detection using the Lipschitz exponent estimated by the wavelet transform: applications to vibration modes of a beam. Int J Solids Struct 39:1803–1816

4. Gentile A, Messina A (2003) On the continuous wavelet transforms applied to discrete vibrational data for detecting open cracks in damaged beams. Int J Solids Struct 40:295–315

5. Zhang Z, Aktan AE (1998) Application of modal flexibility and its derivatives in structural identification. Res Nondestruct Eval 10:43–61

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