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author:

Fu, C. (Fu, C..) [1] | Jiang, S.-F. (Jiang, S.-F..) [2] | Du, Q. (Du, Q..) [3]

Indexed by:

Scopus PKU CSCD

Abstract:

Modal parameter identification is the core and key of structural health monitoring and damage detection, which is crucial to evaluate the life and safety of a structure. This paper proposes a novel method for modal parameter identification. At first, the response signal is pre-processed by the band-pass filter, and then a series of Intrinsic Mode Functions (IMFs) are separated using the Empirical Mode Decomposition (EMD) from the measured response signals. Next the real IMF is determined by the correlative coefficient between the separated IMF and the measured signal. Finally, the Natural Excitation Technique (NExT) and ARMA model are combined to identify structural modal parameters as soon as the real IMF is obtained. The presented method is applied to identify modal parameters of a 7-storey framed-structure. The identification results are compared with those of other identification methods, namely HHT and NExT/ARMA. This research shows that the approach proposed can extract modal parameters effectively, and also has excellent adaptability.

Keyword:

ARMA model; Empirical mode decomposition; Modal parameter identification; Natural excitation technique

Community:

  • [ 1 ] [Fu, C.]School of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • [ 2 ] [Fu, C.]College of Petroleum Engineering, Liaoning Shihua University, Fushun 113001, China
  • [ 3 ] [Jiang, S.-F.]School of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • [ 4 ] [Du, Q.]China Jingye Engineering Technology Co. Ltd., Beijing 100088, China

Reprint 's Address:

  • 付春

    [Fu, C.]School of Civil Engineering, Fuzhou University, Fuzhou 350108, China

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Source :

Journal of Wuhan University of Technology

ISSN: 1671-4431

Year: 2010

Issue: 9

Volume: 32

Page: 280-285

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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