Probabilistic Updating of Structural Models for Damage Assessment Using Approximate Bayesian Computation

被引:12
作者
Feng, Zhouquan [1 ,2 ]
Lin, Yang [1 ]
Wang, Wenzan [1 ]
Hua, Xugang [1 ,2 ]
Chen, Zhengqing [1 ,2 ]
机构
[1] Hunan Univ, Coll Civil Engn, Key Lab Wind & Bridge Engn Hunan Prov, Changsha 410082, Hunan, Peoples R China
[2] Hunan Univ, State Key Lab Adv Design & Mfg Vehicle Body, Changsha 410082, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
model updating; damage detection; modal parameter; approximate Bayesian computation; subset simulation; SUBSET SIMULATION; FAILURE PROBABILITIES; PARAMETER-ESTIMATION; FE MODEL; IDENTIFICATION; ALGORITHM; SELECTION; UNCERTAINTY; INFERENCE;
D O I
10.3390/s20113197
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
A novel probabilistic approach for model updating based on approximate Bayesian computation with subset simulation (ABC-SubSim) is proposed for damage assessment of structures using modal data. The ABC-SubSim is a likelihood-free Bayesian approach in which the explicit expression of likelihood function is avoided and the posterior samples of model parameters are obtained using the technique of subset simulation. The novel contributions of this paper are on three fronts: one is the introduction of some new stopping criteria to find an appropriate tolerance level for the metric used in the ABC-SubSim; the second one is the employment of a hybrid optimization scheme to find finer optimal values for the model parameters; and the last one is the adoption of an iterative approach to determine the optimal weighting factors related to the residuals of modal frequency and mode shape in the metric. The effectiveness of this approach is demonstrated using three illustrative examples.
引用
收藏
页数:19
相关论文
共 49 条
  • [1] [Anonymous], 2012, INT J DISTRIB SENS N, DOI DOI 10.1155/2012/612726
  • [2] Bayesian Finite Element Model Updating and Assessment of Cable-Stayed Bridges Using Wireless Sensor Data
    Asadollahi, Parisa
    Huang, Yong
    Li, Jian
    [J]. SENSORS, 2018, 18 (09)
  • [3] Estimation of small failure probabilities in high dimensions by subset simulation
    Au, SK
    Beck, JL
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2001, 16 (04) : 263 - 277
  • [4] Bayesian system identification based on probability logic
    Beck, James L.
    [J]. STRUCTURAL CONTROL & HEALTH MONITORING, 2010, 17 (07) : 825 - 847
  • [5] Updating models and their uncertainties. I: Bayesian statistical framework
    Beck, JL
    Katafygiotis, LS
    [J]. JOURNAL OF ENGINEERING MECHANICS, 1998, 124 (04) : 455 - 461
  • [6] Model selection and parameter estimation of dynamical systems using a novel variant of approximate Bayesian computation
    Ben Abdessalem, A.
    Dervilis, N.
    Wagg, D.
    Worden, K.
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2019, 122 : 364 - 386
  • [7] Model selection and parameter estimation in structural dynamics using approximate Bayesian computation
    Ben Abdessalem, Anis
    Dervilis, Nikolaos
    Wagg, David
    Worden, Keith
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2018, 99 : 306 - 325
  • [8] Civil structure condition assessment by FE model updating: methodology and case studies
    Brownjohn, JMW
    Xia, PQ
    Hao, H
    Xia, Y
    [J]. FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2001, 37 (10) : 761 - 775
  • [9] Broyden C. G., 1970, IMA J APPL MATH, V6, P76, DOI [DOI 10.1093/IMAMAT/6.1.76, 10.1093/imamat/6.1.76]
  • [10] Damage detection of reinforced concrete beams with novel distributed crack/strain sensors
    Chen, G
    Mu, HM
    Pommerenke, D
    Drewniak, JL
    [J]. STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2004, 3 (03): : 225 - 243