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Vibration‐based structural condition assessment using convolution neural networks
Author(s) -
Khodabandehlou Hamid,
Pekcan Gökhan,
Fadali M. Sami
Publication year - 2019
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.2308
Subject(s) - acceleration , convolution (computer science) , convolutional neural network , vibration , structural health monitoring , earthquake shaking table , structural engineering , computer science , dimension (graph theory) , artificial neural network , finite element method , bridge (graph theory) , artificial intelligence , pattern recognition (psychology) , engineering , mathematics , acoustics , physics , medicine , classical mechanics , pure mathematics
Summary A novel vibration‐based structural health monitoring (SHM) approach that uses two‐dimensional deep convolution neural networks (CNN) is introduced. The CNN extracts the features from acceleration response histories and drastically reduces the dimension of response history to make damage state classification possible with limited number of acceleration measurements. The proposed method was validated, and its applicability and efficiency were demonstrated using vibration response data recorded during the shake‐table testing of a one‐fourth–scale model of a reinforced concrete highway bridge. The proposed method predicted predefined damage states with 100% accuracy using recorded (acceleration) vibration response data. The method was shown to be robust and sensitive to very small changes in structural condition. It is also noted that the CNN‐based SHM method is scalable to any large number of damage states (including extent and location) with suitable network training. The required training data may be generated analytically using a nonlinear finite element model.