Journal
SMART STRUCTURES AND SYSTEMS
Volume 12, Issue 3-4, Pages 345-361Publisher
TECHNO-PRESS
DOI: 10.12989/sss.2013.12.3_4.345
Keywords
damage diagnosis; energy-damage theory; wavelet packet analysis; BP neural network; benchmark structure
Funding
- Science Fund for Creative Research Groups of the NSFC [51121005]
- 973 Project [2011CB013605]
- National Natural Science Foundation of China [91315301, 51222806, 51310105008]
- Fundamental Research Funds for Central Universities [DUT13YQ105]
- Research Fund of State Key Laboratory of Coastal and Offshore Engineering [SL2012-6]
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Locating and assessing the severity of damage in large or complex structures is one of the most challenging problems in the field of civil engineering. Considering that the wavelet packet transform (WPT) has the ability to clearly reflect the damage characteristics of structural response signals and the artificial neural network (ANN) is capable of learning in an unsupervised manner and of forming new classes when the structural exhibits change, this paper investigates a multi-stage structural damage diagnosis method by using the WPT and ANN based on energy-damage theory, in which, the wavelet packet component energies are first extracted to be damage sensitive feature and then adopted as input into an improved back propagation (BP) neural network model for damage diagnosis in a step by step mode. To validate the efficacy of the presented approach of the damage diagnosis, the benchmark structure of the American Society of Civil Engineers (ASCE) is employed in the case study. The results of damage diagnosis indicate that the method herein is computationally efficient and is able to detect the existence of different damage patterns in the simulated experiment where minor, moderate and severe damages corresponds to involving in the loss of stiffness on braces or the removal bracing in various combinations.
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