Bayesian model updating of civil structures with likelihood-free inference approach and response reconstruction technique

被引:44
|
作者
Ni, Pinghe [1 ]
Han, Qiang [1 ]
Du, Xiuli [1 ]
Cheng, Xiaowei [1 ]
机构
[1] Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing, Peoples R China
基金
美国国家科学基金会; 国家重点研发计划;
关键词
Bayesian inference; Likelihood-free inference; Response reconstruction; Gaussian surrogate model; Damage detection; Condition assessment; DAMAGE IDENTIFICATION; APPROXIMATION; SUBSTRUCTURE; SIMULATION; SELECTION;
D O I
10.1016/j.ymssp.2021.108204
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Bayesian inference methods typically require a considerable amount of computation time in the calculation of forward models. This limitation restricts the application of Bayesian inference methods for the parameter identification of complex engineering problems. We propose a novel likelihood-free Bayesian inference method for structural parameter identification. An adaptive Gaussian surrogate model (GSM) was integrated with the transitional Markov chain Monte Carlo (MCMC) method for Bayesian inference. The log-likelihood function was approximated with GSM and the transitional MCMC method was used to generate the posterior distribution samples. A response reconstruction technique was combined with the likelihood-free Bayesian inference method for the parameter identification. Both numerical studies and experimental studies were conducted to verify the accuracy and efficiency of the proposed method. The results showed that the proposed method could be used to estimate the posterior probabilities of unknown structural parameters. Additionally, the proposed method was more efficient than the delayed rejection adaptive Metropolis and Gibbs sampling methods.
引用
收藏
页数:19
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