Observer-based structural damage detection using genetic algorithm

被引:21
作者
Chen, B. [1 ]
Nagarajaiah, S. [2 ,3 ]
机构
[1] FloaTEC LLC, Houston, TX 77079 USA
[2] Rice Univ, Dept Civil & Environm Engn, Houston, TX 77005 USA
[3] Rice Univ, Dept Mech Engn & Mat Sci, Houston, TX 77005 USA
关键词
structural damage detection; genetic algorithm (GA); fault detection filter; VARIABLE STIFFNESS SYSTEMS; ISOLATED BUILDINGS; FAILURE-DETECTION; RESPONSE CONTROL; FAULT-DETECTION; SENSITIVITY;
D O I
10.1002/stc.512
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The observer-based fault detection and isolation filter design method is a model-based method. By carefully choosing the observer gain, the residual outputs can be projected onto different independent subspaces. Each subspace corresponds to each monitored structural element, so that the projected residual will be nonzero when the associated structural element is damaged and zero when there is no damage. The key point of detection filter design is how to find an appropriate observer gain. This problem can be interpreted in a geometric framework and is found to be equivalent to the problem of finding a decentralized static output feedback gain. But it is a challenging task to find the decentralized controller by either analytical or numerical methods because its solution set is generally non-convex. In this paper, genetic algorithm is originally proposed to find the detection-filter-based decentralized controller, which can be applied in structural health monitoring. The numerical simulation and experimental results show that the developed method can successfully identify structural damage. Copyright (c) 2011 John Wiley & Sons, Ltd.
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页码:520 / 531
页数:12
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