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Author:

Li, Q. (Li, Q..) | Du, X. (Du, X..) | Ni, P. (Ni, P..) | Han, Q. (Han, Q..) | Xu, K. (Xu, K..) | Yuan, Z. (Yuan, Z..)

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EI Scopus SCIE

Abstract:

Bayesian finite element model updating has become an important tool for structural health monitoring. However, it takes a large amount of computational cost to update the finite element model using the Bayesian inference methods. The surrogate modeling techniques have received much attention in recent years due to their ability to speed up the computation of Bayesian inference. This study introduces two new surrogate models for Bayesian inference. Specifically, the radial basis function neural networks and fully-connected neural networks are used to construct surrogate models for the intractable likelihood function, avoiding the enormous computational cost of repeatedly calling the finite element model in the Monte Carlo sampling process. A full-scale numerical simulation of a concrete frame and a six-story steel frame experiment were selected as case studies. The trained surrogate models were used for Bayesian model updating, and the updated results were compared with the results obtained directly using the finite element model evaluation. The posterior distributions of the finite element model parameters obtained using the trained surrogate models are sufficiently accurate compared to those obtained using direct finite element evaluation. In addition, using surrogate models for finite element model updating greatly reduces computational costs. © Springer-Verlag GmbH Germany, part of Springer Nature 2024.

Keyword:

Model updating Neural network Surrogate model Bayesian inference Gibbs sampling

Author Community:

  • [ 1 ] [Li Q.]State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Du X.]State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Ni P.]State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Han Q.]State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Xu K.]State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Yuan Z.]State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing, 100124, China

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Source :

Journal of Civil Structural Health Monitoring

ISSN: 2190-5452

Year: 2024

Issue: 4

Volume: 14

Page: 997-1015

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 13

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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