[1]
Z.H. Zong, J. Niu and H. Wang: A review of structural damage identification methods based on the finite element model validation, China Civil Engineering Journal, vol.45, Aug. 2012, pp.121-130. (in Chinese)
Google Scholar
[2]
H. P. Zhu, J. Yu, J.B. Zhang: A summary review and advantages of vibration-based damage identification methods in structural health monitoring, Engineering Mechanics, vol.28, Feb.2011, pp.1-11.(in Chinese)
Google Scholar
[3]
J. M. Brownjhon, P. Moyo, P. Omenzetter, et al: Lessons from monitoring the performance of highway bridge, Structural Control and Health Monitoring, vol.12, 2005, pp.227-244.
DOI: 10.1002/stc.67
Google Scholar
[4]
H. Sohn, J.A. Czarnecki and C.R. Farrar: Structural health monitoring using statistical process control, Journal of Structural Engineering, vol.126, Dec.2000, pp.1356-1363.
DOI: 10.1061/(asce)0733-9445(2000)126:11(1356)
Google Scholar
[5]
W. Z. Wang, E. Mottershead and C. Mares: Mode-shape recognition and finite element model updating using the Zernike moment descriptor, Mechanical Systems and Signal Processing, vol. 23, July. 2009, pp.2088-2112.
DOI: 10.1016/j.ymssp.2009.03.015
Google Scholar
[6]
Y.Q. Xiang, L.S. Liu and Y.L.He: Damage Identification of Multi-box Steel-concrete Composite Bridges Based on Modal Curvature Difference Method, Applied Mechanics and Materials, vols. 226-228, 2012, pp.1689-1692
DOI: 10.4028/www.scientific.net/AMM.226-228.1689
Google Scholar
[7]
J.Brownjohn, P.Q. Xia and H. Hao et al.: Civil structure condition assessment by FE model updating: methodology and case studies A-2653-2009, Finite Elements in Analysis and Design, vol.37, 2001, pp.761-775.
DOI: 10.1016/s0168-874x(00)00071-8
Google Scholar
[8]
A.M. Yuan, H. Dai and D.S. Sun: Optimal sensor placement of cable-stayed bridge using mixed algorithm based on effective independence and modal assurance criterion methods, Journal of Vibration, Measurement & Diagnosis,vol.29, 2009, pp.55-59. (in Chinese)
Google Scholar