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[期刊论文]

Structural instantaneous frequency identification of non-stationary signals using GDAVMD and MSST

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author:

Liu, Jing-Liang (Liu, Jing-Liang.) [1] | Chen, Rong (Chen, Rong.) [2] | Qiu, Fu-Lian (Qiu, Fu-Lian.) [3] | Unfold

Indexed by:

EI Scopus SCIE

Abstract:

Engineering structures in operation are time-varying or nonlinear systems and the resultant response signals are usually non-stationary, closely-spaced and even mode-overlapped in frequency domain. For such structures, it is vital to identify time-varying modal parameters by a way of signal processing, which therefore provides basis for health monitoring, safety assessment and vibration control of engineering structures. However, two critical challenges arise in the time-dependent modal parameter identification: (1) the effective decomposition of closely-spaced and overlapped modes from non-stationary response signals of time-varying structures; (2) the precise extraction of time-varying modal parameters, e.g. instantaneous frequency (IF), from the decomposed components. To address these issues mentioned above, a new IF identification method consisting of generally demodulated and adaptive variational mode decomposition (GDAVMD) and multi-synchrosqueezing transform (MSST) is proposed for non-stationary signals of time-varying structures. In this method, an index of mean frequency is established at first as the fitness function of the particle swarm optimization algorithm to adaptively select the parameter combination including the number of modal components and penalty factor. Then, a generalized demodulation algorithm is performed to yield a generally demodulated variational mode decomposition tool that can be used for separating closely-spaced or mode-overlapped components. Following the successful non-stationary signal decomposition via the proposed GDAVMD method, MSST is introduced to identify IFs of the decomposed component signals due to its superiority on time-frequency energy concentration and computational efficiency. The effectiveness and accuracy of the proposed IF identification method are verified via two numerical examples and a steel cable with time-varying tension forces. The results demonstrate that the proposed GDAVMD algorithm behaves better than the standard variational mode decomposition (VMD) on the decomposition of multi-component signals with several overlapped modes on condition that the optimum parameter combination is predetermined. Moreover, its combination with MSST (GDAVMD+MSST) enables a more accurate IF estimation result than VMD+MSST.

Keyword:

Instantaneous frequency Mode overlapped Multi-synchrosqueezing transform Non-stationary signal Particle swarm optimization Variational modal decomposition

Community:

  • [ 1 ] [Liu, Jing-Liang]Fujian Agr & Forestry Univ, Coll Transportat & Civil Engn, Fuzhou, Peoples R China
  • [ 2 ] [Chen, Rong]Fujian Agr & Forestry Univ, Coll Transportat & Civil Engn, Fuzhou, Peoples R China
  • [ 3 ] [Qiu, Fu-Lian]Fujian Agr & Forestry Univ, Coll Transportat & Civil Engn, Fuzhou, Peoples R China
  • [ 4 ] [Yu, An-Hua]Fuzhou Univ, Coll Civil Engn, Fuzhou, Peoples R China
  • [ 5 ] [Zheng, Wen-Ting]Fujian Univ Technol, Coll Civil Engn, Fuzhou, Peoples R China
  • [ 6 ] [Wu, Sheng-Ping]Fujian Jiangxia Univ, Coll Engn, Fuzhou, Peoples R China

Reprint 's Address:

  • [Liu, Jing-Liang]Fujian Agr & Forestry Univ, Coll Transportat & Civil Engn, Fuzhou, Peoples R China

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Source :

STRUCTURES

ISSN: 2352-0124

Year: 2025

Volume: 72

3 . 9 0 0

JCR@2023

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count:

30 Days PV: 1

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