Uncertainty law in ambient modal identification-Part I: Theory

被引:53
|
作者
Au, Siu-Kui [1 ,2 ,3 ]
机构
[1] Univ Liverpool, Ctr Engn Dynam, Liverpool L69 3BX, Merseyside, England
[2] Univ Liverpool, Inst Risk & Uncertainty, Liverpool L69 3BX, Merseyside, England
[3] City Univ Hong Kong, Hong Kong, Hong Kong, Peoples R China
关键词
Ambient vibration; Operational modal analysis; Spectral analysis; Uncertainty law; SYSTEM-IDENTIFICATION; FREQUENCY-DOMAIN; TALL BUILDINGS; POSTERIOR;
D O I
10.1016/j.ymssp.2013.07.016
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Ambient vibration test has gained increasing popularity in practice as it provides an economical means for modal identification without artificial loading. Since the signal-to-noise ratio cannot be directly controlled, the uncertainty associated with the identified modal parameters is a primary concern. From a scientific point of view, it is of interest to know on what factors the uncertainty depends and what the relationship is. For planning or specification purposes, it is desirable to have an assessment of the test configuration required to achieve a specified accuracy in the modal parameters. For example, what is the minimum data duration to achieve a 30% coefficient of variation (c.o.v.) in the damping ratio? To address these questions, this work investigates the leading order behavior of the 'posterior uncertainties' (i.e., given data) of the modal parameters in a Bayesian identification framework. In the context of well-separated modes, small damping and sufficient data, it is shown rigorously that, among other results, the posterior c.o.v. of the natural frequency and damping ratio are asymptotically equal to (zeta/2 pi NcBf)(1/2) and 1/(2 pi zeta NcB zeta)(1/2), respectively; where zeta is the damping ratio; N-c is the data length as a multiple of the natural period; B-f and B-zeta are data length factors that depend only on the bandwidth utilized for identification, for which explicit expressions have been derived. As the Bayesian approach allows full use of information contained in the data, the results are fundamental characteristics of the ambient modal identification problem. This paper develops the main theory. The companion paper investigates the implication of the results and verification with field test data. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:15 / 33
页数:19
相关论文
共 50 条
  • [1] Uncertainty law in ambient modal identification-Part II: Implication and field verification
    Au, Siu-Kui
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2014, 48 (1-2) : 34 - 48
  • [2] On the Dominant Harmonic Source Identification-Part I: Review of Methods
    Safargholi, Farhad
    Malekian, Kaveh
    Schufft, Wolfgang
    IEEE TRANSACTIONS ON POWER DELIVERY, 2018, 33 (03) : 1268 - 1277
  • [3] Fast Bayesian ambient modal identification in the frequency domain, Part II: Posterior uncertainty
    Au, Siu-Kui
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2012, 26 : 76 - 90
  • [4] On assessing the posterior mode shape uncertainty in ambient modal identification
    Au, Siu-Kui
    Zhang, Feng-Liang
    PROBABILISTIC ENGINEERING MECHANICS, 2011, 26 (03) : 427 - 434
  • [5] Fast Bayesian ambient modal identification in the frequency domain, Part I: Posterior most probable value
    Au, Siu-Kui
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2012, 26 : 60 - 75
  • [6] On the Dominant Harmonic Source Identification-Part II: Application and Interpretation of Methods
    Safargholi, Farhad
    Malekian, Kaveh
    Schufft, Wolfgang
    IEEE TRANSACTIONS ON POWER DELIVERY, 2018, 33 (03) : 1278 - 1287
  • [7] Cable Modal Parameter Identification. I: Theory
    Ren, Wei-Xin
    Hu, Wei-Hua
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2009, 135 (01): : 41 - 50
  • [8] Backtracking Depth-Resolved Microstructures for Crystal Plasticity Identification-Part 2: Identification
    Shi, Qiwei
    Latourte, Felix
    Hild, Francois
    Roux, Stephane
    JOM, 2017, 69 (12) : 2803 - 2809
  • [9] Cyclostationarity and the cepstrum for operational modal analysis of mimo systems - Part I: Modal parameter identification
    Hanson, D.
    Randall, R. B.
    Antoni, J.
    Thompson, D. J.
    Waters, T. P.
    Ford, R. A. J.
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2007, 21 (06) : 2441 - 2458
  • [10] Prompt modal identification with quantified uncertainty of modal properties
    Goi, Y.
    CURRENT PERSPECTIVES AND NEW DIRECTIONS IN MECHANICS, MODELLING AND DESIGN OF STRUCTURAL SYSTEMS, 2022, : 615 - 616