Entropy-based optimal sensor networks for structural health monitoring of a cable-stayed bridge

被引:17
作者
Azarbayejani, M. [1 ]
El-Osery, A. I. [2 ]
Taha, M. M. Reda [1 ]
机构
[1] Univ New Mexico, Dept Civil Engn, Albuquerque, NM 87131 USA
[2] New Mexico Inst Min & Technol, Dept Elect Engn, Socorro, NM 87801 USA
关键词
structural health monitoring (SHM); sensor networks; information entropy; cable-stayed bridge; DAMAGE IDENTIFICATION; PLACEMENT; METHODOLOGY; LOCATION;
D O I
10.12989/sss.2009.5.4.369
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The sudden collapse of Interstate 35 Bridge in Minneapolis gave a wake-up call to US municipalities to re-evaluate aging bridges. In this situation, structural health monitoring (SUM) technology can provide the essential help needed for monitoring and maintaining the nation's infrastructure. Monitoring long span bridges such as cable-stayed bridges effectively requires the use of a large number of sensors. In this article, we introduce a probabilistic approach to identify optimal locations of sensors to enhance damage detection. Probability distribution functions are established using an artificial neural network traced using a priori knowledge of damage locations. The optimal number of sensors is identified using multi-objective optimization that simultaneously considers information entropy and sensor cost-objective functions. Luling Bridge, a cable-stayed bridge over the Mississippi River, is selected as a case study to demonstrate the efficiency of the proposed approach.
引用
收藏
页码:369 / 379
页数:11
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