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author:

Jiang, Shao-Fei (Jiang, Shao-Fei.) [1] (Scholars:姜绍飞) | Lin, Jie (Lin, Jie.) [2]

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EI Scopus PKU CSCD

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.

Keyword:

Backpropagation Damage detection Data handling Rough set theory Structural analysis Structural health monitoring

Community:

  • [ 1 ] [Jiang, Shao-Fei]College of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • [ 2 ] [Lin, Jie]College of Civil Engineering, Fuzhou University, Fuzhou 350108, China

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

CN: 31-1316/TU

Year: 2011

Issue: 6

Volume: 30

Page: 1-4,14

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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