Bayesian structural identification using Gaussian Process discrepancy models

被引:14
作者
Kosikova, Antonina M. [1 ]
Sedehi, Omid [1 ]
Papadimitriou, Costas [2 ]
Katafygiotis, Lambros S. [1 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[2] Univ Thessaly, Dept Mech Engn, Volos, Greece
关键词
Model updating; Response predictions; Bayesian approach; Prediction error correlation; Gaussian Process models; Kernel covariance functions; PREDICTION ERROR CORRELATION; UNCERTAINTY QUANTIFICATION; SYSTEM-IDENTIFICATION; UPDATING MODELS; CLASS SELECTION; REDUCTION; DYNAMICS; INPUT;
D O I
10.1016/j.cma.2023.116357
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Bayesian model updating based on Gaussian Process (GP) models has received attention in recent years, which incorporates kernel-based GPs to provide enhanced fidelity response predictions. Although most kernel functions provide high fitting accuracy in the training data set, their out-of-sample predictions can be highly inaccurate. This paper investigates this problem by reformulating the problem on a consistent probabilistic foundation, reviewing common choices of kernel covariance functions, and proposing a new Bayesian model selection for kernel function selection, aiming to create a balance between fitting accuracy, generalizability, and model parsimony. Computational aspects are addressed via Laplace approximation and sampling techniques, providing detailed algorithms and strategies. Numerical and experimental examples are included to demonstrate the accuracy and robustness of the proposed framework. As a result, an exponential-trigonometric covariance function is characterized and justified based on the Bayesian model selection approach and observations of the sample autocorrelation function of the response discrepancies.(c) 2023 Elsevier B.V. All rights reserved.
引用
收藏
页数:24
相关论文
共 66 条
[1]  
Abdessalem AB, 2017, FRONT BUILT ENVIRON, V3, DOI [10.3389/fbuil.2017.00052, 10.3389/fbuil.2017.00052, DOI 10.3389/FBUIL.2017.00052]
[2]   Fundamental two-stage formulation for Bayesian system identification, Part I: General theory [J].
Au, Siu-Kui ;
Zhang, Feng-Liang .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2016, 66-67 :31-42
[3]  
Au SK., 2017, OPERATIONAL MODAL AN, DOI DOI 10.1007/978-981-10-4118-1
[4]   Gaussian process models for mitigation of operational variability in the structural health monitoring of wind turbines [J].
Avendano-Valencia, Luis David ;
Chatzi, Eleni N. ;
Tcherniak, Dmitri .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2020, 142
[5]   PRIOR AND POSTERIOR ROBUST STOCHASTIC PREDICTIONS FOR DYNAMICAL SYSTEMS USING PROBABILITY LOGIC [J].
Beck, James L. ;
Taflanidis, Alexandros A. .
INTERNATIONAL JOURNAL FOR UNCERTAINTY QUANTIFICATION, 2013, 3 (04) :271-288
[6]   Bayesian system identification based on probability logic [J].
Beck, James L. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2010, 17 (07) :825-847
[7]   Updating models and their uncertainties. I: Bayesian statistical framework [J].
Beck, JL ;
Katafygiotis, LS .
JOURNAL OF ENGINEERING MECHANICS, 1998, 124 (04) :455-461
[8]   Model selection using response measurements: Bayesian probabilistic approach [J].
Beck, JL ;
Yuen, KV .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2004, 130 (02) :192-203
[9]   Bayesian updating of structural models and reliability using Markov chain Monte Carlo simulation [J].
Beck, JL ;
Au, SK .
JOURNAL OF ENGINEERING MECHANICS, 2002, 128 (04) :380-391
[10]  
Beck JL, 1989, P 5 INT C STRUCTURAL