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Wavelet transform reassignment and the use of low-oscillation complex wavelets.

Addison, Paul; Morvidone, Marcela; Watson, James N; Clifton, David

Authors

Paul Addison

Marcela Morvidone

James N Watson

David Clifton



Abstract

In this paper, we explore the use of new time-frequency reassignment tools for the enhancement of prominent features in the time-frequency plane of the wavelet transform. The reassignment method allows for the localisation of time-frequency and time-scale distributions. Here we outline the underlying theory of this relatively new method and apply it to the analysis of test signals. Thereafter the usefulness of the method is demonstrated by application to the analysis of sonic echo signals used in the non-destructive testing (NDT) of foundation piles. We find that the reassignment method, when combined with low oscillation complex wavelet-based transforms, offers potential in identifying highly localised pertinent features that were otherwise difficult resolve when using the standard scalogram/ridge representation.

Citation

Addison, P., Morvidone, M., Watson, J. N., & Clifton, D. (2006). Wavelet transform reassignment and the use of low-oscillation complex wavelets. Mechanical Systems and Signal Processing, 20, 1429-1443. https://doi.org/10.1016/j.ymssp.2005.03.002

Journal Article Type Article
Publication Date Aug 1, 2006
Deposit Date Feb 20, 2008
Print ISSN 0888-3270
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 20
Pages 1429-1443
DOI https://doi.org/10.1016/j.ymssp.2005.03.002
Keywords Wavelets; NDT; Non-destructive testing; Sonic echo tests; Piles; Foundations; Civil engineering;
Public URL http://researchrepository.napier.ac.uk/id/eprint/1946
Publisher URL http://dx.doi.org/10.1016/j.ymssp.2005.03.002