Dynamic-Based Damage Identification Using Neural Network Ensembles and Damage Index Method

Multi Science Publishing
Publication Type:
Journal Article
Advances In Structural Engineering, 2010, 13 (6), pp. 1001 - 1016
Issue Date:
Full metadata record
Files in This Item:
Filename Description SizeFormat
2010000170.pdf428.72 kBAdobe PDF
This paper presents a vibration-based damage identification method that utilises a âdamage fingerprintâ of a structure in combination with Principal Component Analysis (PCA) and neural network techniques to identify defects. The Damage Index (DI) method is used to extract unique damage patterns from a damaged beam structure with the undamaged structure as baseline. PCA is applied to reduce the effect of measurement noise and optimise neural network training. PCA-compressed DI values are, then, used as inputs for a hierarchy of neural network ensembles to estimate locations and severities of various damage cases. The developed method is verified by a laboratory structure and numerical simulations in which measurement noise is taken into account with different levels of white Gaussian noise added. The damage identification results obtained from the neural network ensembles show that the presented method is capable of overcoming problems inherent in the conventional DI method. Issues associated with field testing conditions are successfully dealt with for numerical and the experimental simulations. Moreover, it is shown that the neural network ensemble produces results that are more accurate than any of the outcomes of the individual neural networks.
Please use this identifier to cite or link to this item: