Study on optimal sensor placement of bridge structure based on energy-independence method

被引：1

作者：

Wu, Shaofei ^{[1
]}

机构：

[1] Hubei Province Key Laboratory of Intelligent Robot, Wuhan Institute of Technology, School of Computer Science and Engineering, Wuhan

来源：

Information Technology Journal | 2013年 / 12卷 / 24期

关键词：

Bridge engineering; Energy coefficient-effective independence method; Modal assurance criteria; Modal strain energy; Optimal sensor placement;

D O I：

10.3923/itj.2013.8328.8331

中图分类号：

学科分类号：

摘要：

In order to solve the problem about optimal sensor placement in bridge structure, taking the simply supported steel truss bridge as the study object, the improved optimal sensor placement method based on energy-independence method was proposed, which compensated the weaknesses of the traditional methods. The proposed method can modify effective independence method which reflected the maximum linear independence and further optimize the sensor placement designs. The analysis of an example shows that the evaluations of the designs were good and can ensure the accuracy of the expanded order vibration and has better anti-noise ability, which is an ideal method appropriate for the bridge structure. © 2013 Asian Network for Scientific Information.

引用

页码：8328 / 8331

页数：3