Study on Probabilistic Identification Method of Structural Physical Parameter Based on Bayesian Estimation

Article Preview

Abstract:

Base on the structural modal parameters, the linear regression models of physical parameters are derived from the dynamic equations. The posterior joint Probability Density Function (PDF) of physical parameters is obtained by using Bayesian statistics theory. Then the Markov Chain Monte Carlo (MCMC) sample method is adopted to get the marginal PDF and optimal estimation of structural physical parameters. A numerical simulation of a 5-stroy structure under the excitation of white noise with different noise level is used to identify the physical parameters by the presented method. It is shown that the method can not only determine the optimal estimate but also get the probability distribution of the structural physical parameters from the known modal parameters of the primary modes. The method is with higher validity, robustness and efficiency, and can be applied to the structural health monitoring, damage evaluation, and so on.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1113-1117

Citation:

Online since:

July 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] M. Muto: Application of stochastic simulation methods to system identification. Pasadena, CA: California Institute of Technology, (2006).

Google Scholar

[2] C.M. Yang: Statistical system identification and applications to seismic response of structures. Pasadena, CA: California Institute of Technology, (1996).

Google Scholar

[3] M.W. Vanik: A Bayesian probabilistic approach to structural health monitoring. Pasadena, CA: California Institute of Technology, (1997).

Google Scholar

[4] J.Y. Ching, et al: Computer-Aided Civil and Infrastructure Engineering, 21(2006), 242-257.

Google Scholar

[5] J.L. Beck: Proceedings of the Fifth International Conference on Structural Safety and Reliability, New York, 1989, 1395-1402.

Google Scholar

[6] J.L. Beck, L,S. Katafygiotis: Journal of Engineering Mechanics, 124 (4) (1998), 455- 461.

Google Scholar

[7] F. Jalayer, I. Iervolino, G. Manfredi: Structural Safety, 32(3) (2010), 220-228.

Google Scholar

[8] C. Soize: Journal of Sound and Vibration, 332 (10) (2013), 2379-2395.

Google Scholar

[9] K.V. Yuen, S.K. Au and J.L. Beck: Journal of Engineering Mechanics, 130 (1) (2004), 16-33.

Google Scholar

[10] W.R. Gilks, et al: Markov Chain Monte Carlo in practice. Chapmam & Hall, (1996).

Google Scholar