Fast Bayesian approach for modal identification using free vibration data, Part II-Posterior uncertainty and application

被引:30
|
作者
Ni, Yan-Chun [1 ]
Zhang, Feng-Liang [1 ]
Lam, Heung-Fai [2 ]
Au, Siu-Kui [3 ,4 ]
机构
[1] Tongji Univ, Coll Civil Engn, Res Inst Struct Engn & Disaster Reduct, Shanghai 200092, Peoples R China
[2] City Univ Hong Kong, Dept Architecture & Civil Engn, Kowloon, Hong Kong, Peoples R China
[3] Univ Liverpool, Ctr Engn Dynam, Liverpool L69 3BX, Merseyside, England
[4] Univ Liverpool, Inst Risk & Uncertainty, Liverpool L69 3BX, Merseyside, England
基金
中国国家自然科学基金;
关键词
Free vibration; Modal identification; Posterior uncertainty; Field test; Application; SYSTEM-IDENTIFICATION; TALL BUILDINGS; FFT METHOD;
D O I
10.1016/j.ymssp.2015.06.009
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A Bayesian statistical framework has been developed for modal identification using free vibration data in the companion paper (Zhang et al., Mech. Syst Sig. Process. (2015)). Efficient strategies have been developed for evaluating the most probable value (MPV) of the modal parameters in both well-separated mode and general multiple mode cases. This paper investigates the posterior uncertainty of the modal parameters in terms of their posterior covariance matrix, which is mathematically equal to the inverse of the Hessian of the negative log-likelihood function (NLLF) evaluated at the MPVs. Computational issues associated with the determination of the posterior covariance matrix are discussed. Analytical expressions are derived for the Hessian so that it can be evaluated accurately and efficiently without resorting to finite difference method. The proposed methods are verified with synthetic data and then applied to field vibration test data. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:221 / 244
页数:24
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