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author:

Fu, D.-B. (Fu, D.-B..) [1] | Ye, X.-W. (Ye, X.-W..) [2] | Ni, Y.-Q. (Ni, Y.-Q..) [3] | Wong, K.-Y. (Wong, K.-Y..) [4] | Jiang, S.-F. (Jiang, S.-F..) [5]

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Scopus PKU CSCD

Abstract:

In this study, a genetic algorithm-based (GA-based) method for the estimation of the parameters in the finite mixture distributions is proposed and applied to the multi-modal modeling of the stress spectrum of a typical welded joint of Tsing Ma Bridge. Firstly, the temperature effect on the original strain monitoring data is eliminated by wavelet transform. The rainflow counting algorithm is employed to transfer the strain stress histories into daily stress spectra. A standard daily stress spectrum accounting for highway traffic, railway traffic, and typhoon effects is derived. Then, the multi-modal modeling of the stress range is conducted by use of three types of finite mixture distributions (normal, lognormal, and Weibull) in conjunction with the GA-based mixture parameter estimation method. The optimal finite mixed model is determined by the Akaike's information criterion (AIC). Finally, the joint probability density function (PDF) of the stress range and the mean stress is obtained using the bivariate finite mixture distributions and the GA-based mixture parameter estimation method. The results show that the proposed GA-based mixture parameter estimation method is adequate in the probabilistic modeling of two random variables.

Keyword:

Fatigue; Finite mixture distributions; Genetic algorithm; Stress spectrum; Structural health monitoring

Community:

  • [ 1 ] [Fu, D.-B.]The Hong Kong Polytechnic University Shenzhen Research Institute, Shenzhen 518057, Hong Kong
  • [ 2 ] [Fu, D.-B.]College of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • [ 3 ] [Ye, X.-W.]The Hong Kong Polytechnic University Shenzhen Research Institute, Shenzhen 518057, Hong Kong
  • [ 4 ] [Ye, X.-W.]College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
  • [ 5 ] [Ni, Y.-Q.]The Hong Kong Polytechnic University Shenzhen Research Institute, Shenzhen 518057, Hong Kong
  • [ 6 ] [Wong, K.-Y.]Highways Department, The Government of the Hong Kong Special Administrative Region, Hong Kong, Hong Kong
  • [ 7 ] [Jiang, S.-F.]College of Civil Engineering, Fuzhou University, Fuzhou 350108, China

Reprint 's Address:

  • [Ye, X.-W.]The Hong Kong Polytechnic University Shenzhen Research Institute, Shenzhen 518057, Hong Kong

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Source :

Engineering Mechanics

ISSN: 1000-4750

Year: 2014

Issue: 5

Volume: 31

Page: 172-179

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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