Fast Bayesian ambient modal identification in the frequency domain, Part II: Posterior uncertainty

被引:116
作者
Au, Siu-Kui [1 ]
机构
[1] City Univ Hong Kong, Dept Bldg & Construct, Kowloon, Hong Kong, Peoples R China
关键词
Bayesian methods; FFT; Operational modal analysis; System identification;
D O I
10.1016/j.ymssp.2011.06.019
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper investigates the determination of the posterior covariance matrix of modal parameters within the framework of a Bayesian FFT approach for modal identification using ambient vibration data. The posterior covariance matrix is approximated by the inverse of the Hessian of the negative log-likelihood function (NLLF) with respect to the modal parameters. To suppress the growth of computational effort with the number of measured dofs, a condensed form of the NLLF is derived that only involves matrix computation of dimension equal to the number of modes. Issues associated with the singularity of the Hessian due to mode shape scaling are discussed and a strategy is presented to properly evaluate its inverse. The theory described in Parts I and II of this work is applied to modal identification using synthetic and field data with a moderate to large number of measured dofs. It is demonstrated that using the proposed method Bayesian modal identification can be performed in a matter of seconds in typical cases, which is otherwise prohibitive based on the original formulation. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:76 / 90
页数:15
相关论文
共 38 条
  • [21] Fast Bayesian approach for modal identification using free vibration data, Part I - Most probable value
    Zhang, Feng-Liang
    Ni, Yan-Chun
    Au, Siu-Kui
    Lam, Heung-Fai
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2016, 70-71 : 209 - 220
  • [22] Software Development in Frequency Domain Modal Parameter Identification
    Sun Xinhui
    Hao Muming
    Li Zhentao
    MEASUREMENT TECHNOLOGY AND ITS APPLICATION, PTS 1 AND 2, 2013, 239-240 : 426 - 429
  • [23] Fundamental two-stage formulation for Bayesian system identification, Part II: Application to ambient vibration data
    Zhang, Feng-Liang
    Au, Siu-Kui
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2016, 66-67 : 43 - 61
  • [24] A fast collapsed Gibbs sampler for frequency domain operational modal analysis
    Dollon, Quentin
    Antoni, Jerome
    Tahan, Antoine
    Gagnon, Martin
    Monette, Christine
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2022, 173
  • [25] Fast Bayesian modal identification of structures using known single-input forced vibration data
    Au, Siu-Kui
    Ni, Yan-Chun
    STRUCTURAL CONTROL & HEALTH MONITORING, 2014, 21 (03) : 381 - 402
  • [26] Bayesian modal identification of non-classically damped systems using time-domain data
    Rather, Shakir
    Bansal, Sahil
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2023, 197
  • [27] Modal Parameters Identification by Frequency Domain Subspace Approach with Residues (Iterative Algorithm for Residual Terms)
    Hino, Junichi
    Kawabata, Masahiro
    Sonobe, Motomichi
    Bando, Shinnosuke
    DYNAMICS FOR SUSTAINABLE ENGINEERING, VOL 2, 2011, : 854 - 863
  • [28] A frequency domain blind identification method for operational modal analysis using a limited number of sensors
    Li, Xinhui
    Antoni, Jerome
    Brennan, Michael J.
    Yang, Tiejun
    Liu, Zhigang
    JOURNAL OF VIBRATION AND CONTROL, 2020, 26 (17-18) : 1383 - 1398
  • [29] Structural flexibility identification and fast-Bayesian-based uncertainty quantification of a cable-stayed bridge
    Xia, Qi
    Tian, Yong-ding
    Cai, De-xu
    Zhang, Jian
    ENGINEERING STRUCTURES, 2020, 214
  • [30] A comparative study on in-flight modal identification of an aircraft using time- and frequency-domain techniques
    Kocan, Cagri
    JOURNAL OF VIBRATION AND CONTROL, 2020, 26 (21-22) : 1920 - 1934