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author:

Jiang, S.-F. (Jiang, S.-F..) [1] | Zhang, C.-M. (Zhang, C.-M..) [2] | Zhang, S. (Zhang, S..) [3]

Indexed by:

Scopus

Abstract:

It is proposed in this paper a novel two-stage structural damage detection approach using fuzzy neural networks (FNNs) and data fusion techniques. The method is used for structural health monitoring and damage detection, particularly for cases where the measurement data is enormous and with uncertainties. In the first stage of structural damage detection, structural modal parameters derived from structural vibration responses are fed into an FNN as the input. The output values from the FNN are defuzzified to produce a rough structural damage assessment. Later, in the second stage, the values output from three different FNN models are input directly to the data fusion center where fusion computation is performed. The final fusion decision is made by filtering the result with a threshold function, hence a refined structural damage assessment of superior reliability. The proposed approach has been applied to a 7-degree of freedom building model for structural damage detection, and proves to be feasible, efficient and satisfactory. Furthermore, the simulation result also shows that the identification accuracy can be boosted with the proposed approach instead of FNN models alone. © 2010 Elsevier Ltd. All rights reserved.

Keyword:

Damage detection; Data fusion; Fusion algorithm; Fuzzy neural network; Identification accuracy

Community:

  • [ 1 ] [Jiang, S.-F.]College of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • [ 2 ] [Zhang, C.-M.]College of Resources and Civil Engineering, Northeastern University, Shenyang 110004, China
  • [ 3 ] [Zhang, S.]School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China

Reprint 's Address:

  • [Jiang, S.-F.]College of Civil Engineering, Fuzhou University, Fuzhou 350108, China

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Source :

Expert Systems with Applications

ISSN: 0957-4174

Year: 2011

Issue: 1

Volume: 38

Page: 511-519

2 . 2 0 3

JCR@2011

7 . 5 0 0

JCR@2023

JCR Journal Grade:1

CAS Journal Grade:2

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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