Two-Stage Damage Detection Method Using the Artificial Neural Networks and Genetic Algorithms

被引:0
作者
Pan, Dan-Guang [1 ]
Lei, Su-Su [1 ]
Wu, Shun-Chuan [1 ]
机构
[1] Univ Sci & Technol Beijing, Dept Civil Engn, Beijing 100083, Peoples R China
来源
INFORMATION COMPUTING AND APPLICATIONS | 2010年 / 6377卷
关键词
structures of civil engineering; artificial neural networks; genetic algorithms; damage localization; estimate of the damage extent; IDENTIFICATION; LOCATION; BRIDGE;
D O I
暂无
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
To identify the location and extent of structural damage, a new two-stage approach was developed, which combined the artificial neural networks (ANN) and genetic algorithms (GA). The changes in the dynamic characteristics of a structure as the input parameters of ANN were used for the interval estimation of damage element. Subsequently, the estimation interval is considered as a feasible region of GA to obtain the accurate estimate of damage location and damage extent. One advantage of the proposed approach is that it would decrease the size of ANN and form a small feasible region of GA. Another one is that only a few frequencies and associated modal shapes are needed to accurately assess the location and extent of damage. So it is suitable for damage detection of large and complex structure of civil engineering.
引用
收藏
页码:325 / 332
页数:8
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