Gaussian process metamodel and Markov chain Monte Carlo-based Bayesian inference framework for stochastic nonlinear model updating with uncertainties

被引:2
|
作者
Ding, Ya-Jie [1 ,2 ,5 ]
Wang, Zuo-Cai [3 ,4 ]
Xin, Yu [3 ]
机构
[1] Hefei Univ, Dept Urban Construct & Transportat, Hefei 230601, Anhui, Peoples R China
[2] Hefei Univ, Anhui Prov Key Lab Urban Rail Transit Safety & Eme, Hefei 230601, Anhui, Peoples R China
[3] Hefei Univ Technol, Dept Civil Engn, Hefei 230601, Anhui, Peoples R China
[4] Anhui Engn Technol Res Ctr Civil Engn Disaster Pre, Hefei 230009, Anhui, Peoples R China
[5] 99 Jinxiu Rd, Hefei 230000, Anhui, Peoples R China
基金
中国国家自然科学基金;
关键词
Nonlinear model updating; Uncertainty quantification; Bayesian inference framework; Markov chain Monte Carlo; Instantaneous characteristics; DESIGN;
D O I
10.1016/j.probengmech.2023.103576
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The estimation of the posterior probability density function (PDF) of unknown parameters remains a challenge in stochastic nonlinear model updating with uncertainties; thus, a novel Bayesian inference framework based on the Gaussian process metamodel (GPM) and the advanced Markov chain Monte Carlo (MCMC) method is proposed in this paper. The instantaneous characteristics (ICs) of the decomposed measurement response, calculated using the Hilbert transform and the discrete analytical mode decomposition methodology, are extracted as nonlinear indices and further used to construct the likelihood function. Then, the posterior PDFs of structural nonlinear model parameters are derived based on the Bayesian theorem. To precisely calculate the posterior PDF, an advanced MCMC approach, i.e., delayed rejection adaptive Metropolis-Hastings (DRAM) algorithm, is adopted with the advantages of a high acceptance ratio and strong robustness. However, as a common shortage in most MCMC methods, the resampling technology is still applied, and numerous iterations of nonlinear simulations are conducted to ensure accuracy, thus directly reducing the computational efficiency of the DRAM. To address the abovementioned issue, a mathematical regression metamodel of the GPM with a polynomial kernel function is adopted in this paper instead of the traditional finite element model (FEM) to simulate a nonlinear response for the reduction of computational cost, and the hyperparameters are further estimated using the conjugate gradient optimization methodology. Finally, numerical simulations concerning a Giuffre '-Menegotto-Pinto modeled steelframe structure and a seven-storey base-isolated structure are conducted. Furthermore, a shake-table experimental test of a nonlinear steel framework is investigated to validate the accuracy of the Bayesian inference method. Both simulations and experiment demonstrate that the proposed GPM and DRAM-based Bayesian method effectively estimates the posterior PDF of unknown parameters and is appropriate for stochastic nonlinear model updating even with multisource uncertainties.
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页数:21
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