DocumentCode :
2067839
Title :
Damage identification of urban overpass based on modal frequency and genetic neural network
Author :
Gong, Yafeng ; Liu, Hanbing ; Bi, Haipeng ; Jiao, Yubo
Author_Institution :
Dept. of Transp., Jilin Univ., Changchun, China
fYear :
2011
fDate :
16-18 Dec. 2011
Firstpage :
320
Lastpage :
323
Abstract :
The finite element model of left auxiliary bridge of Qianjin Overpass is built and vulnerable sections of structure are chosen as research objects. In consideration of the asymmetry of the bridge, change rate of modal frequency is chosen as input parameter for genetic neural network, and identification ability of damage location and level is studied. The result shows that this method can successfully identify location of single damage and multi-damage; The error of damage level identification for test samples is less than 5% and the interpolation ability is better than the extrapolation ability. This indicates the method has good practice prospects.
Keywords :
bridges (structures); failure analysis; finite element analysis; genetic algorithms; inspection; interpolation; modal analysis; neural nets; structural engineering computing; Qianjin Overpass; damage level identification error; damage location identification ability; extrapolation ability; finite element model; genetic neural network; interpolation ability; left auxiliary bridge; modal frequency change rate; multidamage location; single damage location; Biological neural networks; Bridges; Educational institutions; Genetic algorithms; Genetics; Monitoring; Vibrations; change rate of modal frequency; damage identification; genetic neural network; overpass; urban;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Transportation, Mechanical, and Electrical Engineering (TMEE), 2011 International Conference on
Conference_Location :
Changchun
Print_ISBN :
978-1-4577-1700-0
Type :
conf
DOI :
10.1109/TMEE.2011.6199207
Filename :
6199207
Link To Document :
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