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Bayesian neural networks for bridge integrity assessment
Author(s) -
Arangio S.,
Beck J. L.
Publication year - 2012
Publication title -
structural control and health monitoring
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.587
H-Index - 62
eISSN - 1545-2263
pISSN - 1545-2255
DOI - 10.1002/stc.420
Subject(s) - bridge (graph theory) , bayesian probability , artificial neural network , computer science , bayesian network , engineering , reliability engineering , machine learning , artificial intelligence , medicine
SUMMARY In recent years, neural network models have been widely used in the Civil Engineering field. Interesting enhancements may be obtained by re‐examining this model from the Bayesian probability logic viewpoint. Using this approach, it will be shown that the conventional regularized learning approach can be derived as a particular approximation of the Bayesian framework. Network training is only a first level where Bayesian inference can be applied to neural networks. It can also be utilized in another three levels in a hierarchical fashion: for the optimization of the regularization terms, for data‐based model selection, and to evaluate the relative importance of different inputs. In this paper, after a historical overview of the probability logic approach and its application in the field of neural network models, the existing literature is revisited and reorganized according to the enunciated four levels. Then, this framework is applied to develop a two‐step strategy for the assessment of the integrity of a long‐suspension bridge under ambient vibrations. In the first step of the proposed strategy, the occurrence of damage is detected and the damaged portion of the bridge is identified. In the second step, the specific damaged element is recognized and the intensity of damage is evaluated. The Bayesian framework is applied in both steps and the improvements in the results are discussed. Copyright © 2010 John Wiley & Sons, Ltd.