2004
DOI: 10.1109/tpwrs.2004.829664
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Identification of Instantaneous Attributes of Torsional Shaft Signals Using the Hilbert Transform

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Cited by 59 publications
(11 citation statements)
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“…The main advantage of the proposed algorithm, in contrast to the algorithm proposed in [24], is that it does not need to use Hilbert-Huang techniques since these techniques require global information for the analysis [22], [23], [26]. Meanwhile, the proposed methodology only uses local temporary information, and it is suitable for online applications.…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…The main advantage of the proposed algorithm, in contrast to the algorithm proposed in [24], is that it does not need to use Hilbert-Huang techniques since these techniques require global information for the analysis [22], [23], [26]. Meanwhile, the proposed methodology only uses local temporary information, and it is suitable for online applications.…”
Section: Discussionmentioning
confidence: 99%
“…Finally, PCA is applied to detect and extract unusual dynamic events from measured data [25]. The POD and Hilbert analysis approach is also used to determine the characteristics of the torsional shaft signals [26]. Moreover, the SVD method has been used to identify and form coherent groups [27], [28].…”
Section: Introductionmentioning
confidence: 99%
“…A signal can be analyzed in details for its frequency, amplitude and phase contents by using EMD followed by HT [40]. The method has been applied to many important problems in various fields including medical [41], geophysics [42] and power engineering [43]. Jayasree et al [44] employed automated classification of power quality disturbances using HHT and RBF neural networks.…”
Section: Iv4 Hilbert Huang Transformmentioning
confidence: 99%
“…By contrast, Hilbert-Huang transform (HHT) is not subject to other uncertainty limitations for time and frequency resolutions. HHT is a completely self-adapting approach for the identification of damage time instant and location in civil and mechanical structures (Andrade et al 2004, Liu et al 2006, Messina & Vittal 2005, Sanchez-Gasca et al 2005, Ruiz-Vega et al 2005.…”
Section: Introductionmentioning
confidence: 99%