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Probabilistic system identification of spatial distribution of structural parameter using Bayesian network

 Probabilistic system identification of spatial distribution of structural parameter using Bayesian network
Author(s): ,
Presented at IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, published in , pp. 431-438
DOI: 10.2749/stockholm.2016.0408
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System identification (SI) is a systematic process to estimate structural parameters by minimizing errors between measured and simulated responses of the structure. Existing SI algorithms have been...
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Bibliographic Details

Author(s): (Seoul National University, Seoul, Republic of Korea)
(Seoul National University, Seoul, Republic of Korea)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Published in:
Page(s): 431-438 Total no. of pages: 8
Page(s): 431-438
Total no. of pages: 8
Year: 2016
DOI: 10.2749/stockholm.2016.0408
Abstract:

System identification (SI) is a systematic process to estimate structural parameters by minimizing errors between measured and simulated responses of the structure. Existing SI algorithms have been suffering from ill-posedness, a well-known issue in inverse problems. To overcome challenges in SI, this paper investigates the potential use of Bayesian Network (BN) for the purpose of probabilistic identification of structural parameters. The relationships between the nodes in the BN graph are described by the conditional probability tables (CPT) obtained by Monte Carlo simulations of structural analysis. To depict the spatial distribution of deteriorating structural parameter in two-dimension effectively in a BN model, a bi- variate Gaussian function is employed. The performance of the proposed method is tested and demonstrated through comparison with the results by maximum likelihood estimation (MLE) using several assumed scenarios of structural deterioration.

Keywords:
inverse analysis system identification Bayesian network structural deterioration maximum likelihood estimation Gaussian function finite element updating