Strain mode parameter identification of damaged structure based on continuous wavelet analysis

Author(s):  
Teng Hai-Wen ◽  
Wang Tao ◽  
Huo Da ◽  
Su Ming-Yu ◽  
Huang Ying
2016 ◽  
Vol 8 (7) ◽  
pp. 655 ◽  
Author(s):  
Ying Zhang ◽  
Xiaoxing Liu ◽  
Rui Wang ◽  
Ruobing Tang

2007 ◽  
Vol 90 (2) ◽  
pp. 79-85
Author(s):  
M. S. Naderi ◽  
G. B. Gharehpetian ◽  
T. R. Blackburn ◽  
M. Abedi

2012 ◽  
Vol 166-169 ◽  
pp. 1176-1179
Author(s):  
De Qing Guan ◽  
Xiao Lin Zhong ◽  
Hong Wei Ying

Based on the curvature modal damage identification of wavelet analysis principle, the finite element method was applied to analyze the vibration characteristics of the damaged deck arch bridge. Take Haar wavelet as the mother wavelet, through the continuous wavelet transform of curvature mode and then identified the damaged position by the maximum of wavelet coefficients. analyze the damage identification problem under three different damaged conditions (condition 1: only the arch 1 contained one damaged location; condition 2: the arch 1 and the arch 2 contained one damaged location respectively; condition 3: the arch 1 contained two damaged locations and the arch 2 contained one damaged location).This paper provided a valuable reference of damage identification and diagnosis for arch bridge.


2012 ◽  
Vol 14 (2) ◽  
pp. 151-161 ◽  
Author(s):  
Juhua Luo ◽  
Wenjiang Huang ◽  
Lin Yuan ◽  
Chunjiang Zhao ◽  
Shizhou Du ◽  
...  

2006 ◽  
Vol 74 (2) ◽  
pp. 767-770 ◽  
Author(s):  
V. F. Kravchenko ◽  
O. V. Lazorenko ◽  
V. I. Pustovoit ◽  
L. F. Chernogor

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