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Abstract:
In order to make full use of redundant, complementary and uncertain information and thus assess the structural health states with a structural health monitoring system, a new damage identification method by integrating rough set with revised counter-propagation network (RCPN) was proposed. In the method, rough set was used to deal with data so as to reduce their uncertainties and spatial dimensions, the current CPN model was revised to improve the capabilities of processing uncertainties and carring on classification, and then the RCPN model was used for damage identification. To validate the proposed method, single- and multi-damage patterns of a frame were identified as an example, and some important factors, such as measurement noise, neural network models and data processing technologies, were investigated emphatically. The results show that the proposed method can effectively reduce the spatial dimension of data and is of preferable damage identification accuracy and robustness.
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Journal of Vibration and Shock
ISSN: 1000-3835
CN: 31-1316/TU
Year: 2011
Issue: 6
Volume: 30
Page: 1-4,14
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SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
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Chinese Cited Count:
30 Days PV: 2
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