An adoption of energy dissipation ratio for real-time monitoring

被引:1
作者
Heo, G
Lee, G
Lee, DG
Shin, HC
Choi, MY
机构
[1] Konan Univ, Dept Civil Engn, Nonsan 320711, Chungnam, South Korea
[2] Chungnam Natl Univ, Dept Architectural Engn, Taejon 305764, South Korea
[3] Konyang Univ, Dept Control Engn, Nonsan 320711, Chungnam, South Korea
[4] Chungnam Natl Univ, Dept Civil Engn, Taejon 305764, South Korea
[5] Korea Res Inst Stand Sci, Taejon 305600, South Korea
来源
ADVANCES IN NONDESTRUCTIVE EVALUATION, PT 1-3 | 2004年 / 270-273卷
关键词
energy dissipation ratio; real-time monitoring; steel plate girder bridge;
D O I
10.4028/www.scientific.net/KEM.270-273.977
中图分类号
TQ174 [陶瓷工业]; TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
This research is proposed for structural real-time health monitoring of a large structure based on the identified dynamic properties from the ambient measurements. This method uses the energy transfer ratio(ETR). ETR index is estimated as the ratio of energy transfers to total energies in each mode for the non-proportional damping systems. This index is computed by the dynamic parameters, such as natural frequencies and modal damping ratios. The dynamic system identification method uses the natural excitation technique(N-ExT) with the eigen-system realization algorithm(ERA) for the estimation of the dynamic parameters. Based on this process, ETR can be extracted. This research is significant of the construction of baseline structure for the bridge damage identification, and proves the effectiveness of the proposed method for real time monitoring.
引用
收藏
页码:977 / 983
页数:7
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