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[期刊论文]

Study on the modal parameter identification based on improved EMD and independent component analysis

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author:

Fu, C. (Fu, C..) [1] | Jiang, S.-F. (Jiang, S.-F..) [2]

Indexed by:

Scopus PKU CSCD

Abstract:

Considering the problem of a false modal and the decision of a real IMF in an improved Empirical Mode Decomposition (EMD) by using frequency-band filters, a signal analysis method based on the combination of improved EMD and Independent Component Analysis (ICA) was proposed. This proposed method does not require setting a threshold in advance, and the real IMF component can be isolated automatically. This method also can eliminated the false modal components, which appeared in the process of an improved EMD, thusly it can make sure the validity of an EMD very well. Afterwards, the random decrement technique (RDT) is used to obtain free vibration modes of each IMF. Finally, Hilbert Transform (HT) and the least square fitting are employed to identify structural modal parameters from these free vibration modes. Finally, the presented method is used to identify modal parameters of two numerical examples and a seven-story steel frame. The results show that the proposed method can resolve the drawbacks of an improved EMD more effectively, and the modal parameters can be identified successfully.

Keyword:

Empirical mode decomposition; Improved Hilbert-Huang transform; Independent component analysis; Modal parameter identification; Random decrement technique

Community:

  • [ 1 ] [Fu, C.]College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China
  • [ 2 ] [Fu, C.]College of Petroleum Engineering, Liaoning Shihua University, Fushun, Liaoning 113001, China
  • [ 3 ] [Jiang, S.-F.]College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China

Reprint 's Address:

  • [Jiang, S.-F.]College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China

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Source :

Engineering Mechanics

ISSN: 1000-4750

Year: 2013

Issue: 10

Volume: 30

Page: 199-204

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

30 Days PV: 1

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