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  •   University of Thessaly Institutional Repository
  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ.
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  •   University of Thessaly Institutional Repository
  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ.
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Adaptive Bayesian Inference Framework for Joint Model and Noise Identification

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Author
Nabiyan M.-S., Ebrahimian H., Moaveni B., Papadimitriou C.
Date
2022
Language
en
DOI
10.1061/(ASCE)EM.1943-7889.0002084
Keyword
Adaptive filtering
Bayesian networks
Covariance matrix
Error statistics
Forecasting
Gaussian distribution
Gaussian noise (electronic)
Inference engines
Kalman filters
Parameter estimation
Uncertainty analysis
White noise
Adaptive kalman filter
Bayesian inference
Bayesian model updating
Model errors
Model updating
Modeling parameters
Noise identification
Prediction errors
System-identification
Time variant
Adaptive filters
Bayesian analysis
covariance analysis
error analysis
Gaussian method
Kalman filter
matrix
noise
numerical model
vector
American Society of Civil Engineers (ASCE)
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Abstract
Model updating, the process of inferring a model from data, is prone to the adverse effects of modeling error, which is caused by simplification and idealization assumptions in the mathematical models. In this study, an adaptive recursive Bayesian inference framework is developed to jointly estimate model parameters and the statistical characteristics of the prediction error that includes the effects of modeling error and measurement noise. The prediction error is usually modeled as a Gaussian white noise process in a Bayesian model updating framework. In this study, the prediction error is assumed to be a nonstationary Gaussian process with an unknown and time-variant mean vector and covariance matrix to be estimated. This allows one to better account for the effects of time-variant model uncertainties in the model updating process. The proposed approach is verified numerically using a 3-story 1-bay nonlinear steel moment frame excited by an earthquake. Comparison of the results with those obtained from a classical nonadaptive recursive Bayesian model updating method shows the efficacy of the proposed approach in the estimation of the prediction error statistics and model parameters. © 2021 American Society of Civil Engineers.
URI
http://hdl.handle.net/11615/76868
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  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ. [19743]

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