A new method for blind identification of structures with limited sensors

被引:3
作者
Mohammadi, Saeed [1 ]
Keyhani, Ali [1 ]
机构
[1] Shahrood Univ Technol, Dept Civil Engn, 316 Daneshgah Ave, Shahrood, Iran
关键词
blind system identification; filtering the measurements; identification with limited sensors; under-determined blind source separation; output-only identification; EMPIRICAL MODE DECOMPOSITION; SEPARATION; PARAMETERS; EXTRACTION; SYSTEM;
D O I
10.1088/1361-6501/ab09c1
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, a new identification method based on second-order blind source separation (SOBSS) has been proposed. A major restriction of the standard SOBSS algorithm in the identification context is that the responses in all degree of freedoms (DOFs) should be recorded. Several studies have already been carried out to overcome this issue by synthetically increasing the number of responses. Using a different strategy, in this paper, the problem has been resolved by reducing the number of active modes in the measurements using the filtering technique. The measurements are filtered according to their Fourier spectra such that the number of active modes in the filtered responses is equal to the number of sensors. Then, the SOBSS algorithm is applied to the filtered responses to obtain the modal coordinates and mode shape vectors. Two numerical simulations and a finite element model of a benchmark structure have been used to evaluate the accuracy of the proposed method. The results show that the proposed method can accurately extract the modal parameters of the structures using limited sensors, in both the cases of free or ambient vibrations. However, in the case of poorly excited modes, greater accuracy can be achieved by increasing the number of measured DOFs. Owing to the filtering step, the proposed method showed a much better performance in the case of noisy measurements, in comparison with the standard SOBSS algorithm.
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页数:15
相关论文
共 26 条
  • [1] Response-only modal identification of structures using limited sensors
    Abazarsa, F.
    Ghahari, S. F.
    Nateghi, F.
    Taciroglu, E.
    [J]. STRUCTURAL CONTROL & HEALTH MONITORING, 2013, 20 (06) : 987 - 1006
  • [2] [Anonymous], 2010, RANDOM DATA ANAL MEA, DOI DOI 10.1002/9781118032428
  • [3] A blind source separation technique using second-order statistics
    Belouchrani, A
    AbedMeraim, K
    Cardoso, JF
    Moulines, E
    [J]. IEEE TRANSACTIONS ON SIGNAL PROCESSING, 1997, 45 (02) : 434 - 444
  • [4] Blind signal separation: Statistical principles
    Cardoso, JF
    [J]. PROCEEDINGS OF THE IEEE, 1998, 86 (10) : 2009 - 2025
  • [5] The identification of a dam's modal parameters under random support excitation based on the Hankel matrix joint approximate diagonalization technique
    Cheng, Lin
    Zheng, Dongjian
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2014, 42 (1-2) : 42 - 57
  • [6] Dyke S., 2011, Report on the building structural health monitoring problem phase 1 analytical
  • [7] Blind modal identification of structures from spatially sparse seismic response signals
    Ghahari, S. F.
    Abazarsa, F.
    Ghannad, M. A.
    Celebi, M.
    Taciroglu, E.
    [J]. STRUCTURAL CONTROL & HEALTH MONITORING, 2014, 21 (05) : 649 - 674
  • [8] Modal Identification through Ambient Vibration: Comparative Study
    Giraldo, Diego F.
    Song, Wei
    Dyke, Shirley J.
    Caicedo, Juan M.
    [J]. JOURNAL OF ENGINEERING MECHANICS, 2009, 135 (08) : 759 - 770
  • [9] Underdetermined Blind Identification of Structures by Using the Modified Cross-Correlation Method
    Hazra, B.
    Sadhu, A.
    Roffel, A. J.
    Paquet, P. E.
    Narasimhan, S.
    [J]. JOURNAL OF ENGINEERING MECHANICS, 2012, 138 (04) : 327 - 337
  • [10] Identification of modal parameters of a time invariant linear system by continuous wavelet transformation
    Huang, C. S.
    Su, W. C.
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2007, 21 (04) : 1642 - 1664