Studies on Damage Distinguishing of Underground Tunnel Structure Based on BP Neural Network

Article Preview

Abstract:

With the expansion and development of scale of construction on metro engineering, the damage diagnosis and the safety evaluation on underground engineering structure have become vital problems to be solved. This paper raised an idea to distinguish underground engineering structure based on BP neural network: define change rate of curvature of structure, and recognize it as the input scalar of BP neural network, using a reducing unit elastic modulus method to simulate damage location and damage degree, through various set of underground structure extent of damage, recognize the first four order curvature structure change rate as input of BP neural network. The results show that the method using BP neural network can identify the damage degree of underground engineering structure accurately and can solve the damage identification problem of underground engineering structure conveniently and effectively.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1382-1387

Citation:

Online since:

July 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] CAWLEY P, ADAMS R D. The location of defects in structures from measurements of the natural frequencies. Journal of strain analysis, 1979, 14(2): 49-57.

DOI: 10.1243/03093247v142049

Google Scholar

[2] BISWAS M, PANDEY A. K et al. Diagnostic experimental spectral modal analysis of a highway bridge. Journal of modal analysis, 1990, 5(1): 33-42.

Google Scholar

[3] MANNAN M A, RICHARDSON M H. Detection and location of structure cracks using FRF measurement. Proceeding of the 8th international modal analysis conference, Orlando, U.S. A, 1990, 652-657.

Google Scholar

[4] GASSIOTS S, JEONG G. D. Identification of stiffness reduction using natural frequencies[J]. Journal of engineering mechanics, ASCE, 1995, 121(5): 1106-1113.

Google Scholar

[5] KUNIHIKOTANAKA, ALANR. HARGENS. Wavelet Paeket transform for R-R interval ariability Medical. Engineering & Physies,2004, (26): 313-319.

Google Scholar

[6] XIE J H. APPlieation of Hilbert Transform and LS-SVM to Aetive Damage Monitoring for Composite Materials. The Proeeeding of 4th China-Japan-US Symposium on Struetural Control and Monitoring, (2006).

Google Scholar

[7] YU L., CHENG L., YAM L.H., YAN Y.J. Application of eigenvalue perturbation theory for detecting small structural damage using dynamic responses. Composite Structures, 2007, 78: 402-409.

DOI: 10.1016/j.compstruct.2005.11.007

Google Scholar

[8] Zuo Xi, Yang Shu-cai, Chen Guo-xing. Analysis on Evolution of Nonlinear Seismic Damage of Subway Station Structure. Earthquake Resistant Engineering and Retrofitting, 2010, 32(1): 110-116.

Google Scholar