A novel Bayesian approach for structural model updating utilizing statistical modal information from multiple setups

被引:81
|
作者
Yan, Wang-Ji [1 ]
Katafygiotis, Lambros S. [1 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
关键词
Vibration; Model updating; Damage detection; Bayesian analysis; Ambient modal analysis; DAMAGE IDENTIFICATION; PERTURBATION-METHODS; FREQUENCY-DOMAIN; UNCERTAINTIES; ALGORITHM; BENCHMARK; POSTERIOR;
D O I
10.1016/j.strusafe.2014.06.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a fast Bayesian methodology is presented for structural model updating utilizing modal information from multiple setups. A two-stage fast Bayesian spectral density approach formulated recently is firstly employed to identify the most probable Modal properties as well as their uncertainties. The model updating problem is then formulated as one minimizing an objective function, which can incorporate statistical information about local mode shape components corresponding to different setups automatically, without prior assembling or processing. A fast analytic-iterative scheme is proposed to efficiently compute the optimal parameters so as to resolve the computational burden required for optimizing the objective function numerically. The posterior uncertainty of the model parameters can also be derived analytically and the computational difficulty in estimating the inverse of the high dimensional Hessian matrix required for specifying the covariance matrix is also properly tackled. The efficiency and accuracy of all these methodologies are verified by numerical examples. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:260 / 271
页数:12
相关论文
共 50 条
  • [1] A NEW GIBBS SAMPLING BASED BAYESIAN MODEL UPDATING APPROACH USING MODAL DATA FROM MULTIPLE SETUPS
    Bansal, Sahil
    INTERNATIONAL JOURNAL FOR UNCERTAINTY QUANTIFICATION, 2015, 5 (04) : 361 - 374
  • [2] Bayesian structural model updating using ambient vibration data collected by multiple setups
    Zhang, Feng-Liang
    Ni, Yan-Chun
    Lam, Heung-Fai
    STRUCTURAL CONTROL & HEALTH MONITORING, 2017, 24 (12):
  • [3] Structural modal identification and MCMC-based model updating by a Bayesian approach
    Zhang, F. L.
    Yang, Y. P.
    Ye, X. W.
    Yang, J. H.
    Han, B. K.
    SMART STRUCTURES AND SYSTEMS, 2019, 24 (05) : 631 - 639
  • [4] Model reduction-based Bayesian updating of non-classically damped systems using modal data from multiple setups
    Eamon Karim Henikish
    Sahil Bansal
    Acta Mechanica, 2024, 235 : 2259 - 2287
  • [5] Model reduction-based Bayesian updating of non-classically damped systems using modal data from multiple setups
    Henikish, Eamon Karim
    Bansal, Sahil
    ACTA MECHANICA, 2024, 235 (04) : 2259 - 2287
  • [6] Stochastic model updating utilizing Bayesian approach and Gaussian process model
    Wan, Hua-Ping
    Ren, Wei-Xin
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2016, 70-71 : 245 - 268
  • [7] Bayesian model updating based on modal flexibility for structural health monitoring
    Feng, Z.
    Katafygiotis, L. S.
    EURODYN 2014: IX INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, 2014, : 177 - 184
  • [8] Assessing uncertainty in operational modal analysis incorporating multiple setups using a Bayesian approach
    Zhang, Feng-Liang
    Au, Siu-Kui
    Lam, Heung-Fai
    STRUCTURAL CONTROL & HEALTH MONITORING, 2015, 22 (03): : 395 - 416
  • [9] Efficient structural model updating with spatially sparse modal data: A Bayesian perspective
    Dollon, Q.
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2023, 195
  • [10] Time-domain structural model updating following the Bayesian approach in the absence of system input information
    Lam, Heung Fai
    Fu, Zheng Yi
    Adeagbo, Mujib Olamide
    Yang, Jia Hua
    ENGINEERING STRUCTURES, 2024, 314