Online identification of time-variant structural parameters under unknown inputs basing on extended Kalman filter

被引:0
|
作者
Xiaoxiong Zhang
Jia He
Xugang Hua
Zhengqing Chen
Ou Yang
机构
[1] Hunan University,Key Laboratory of Wind and Bridge Engineering of Hunan Province, Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, College of Civil Engineering
来源
Nonlinear Dynamics | 2022年 / 109卷
关键词
Time-varying parameters identification; Load identification; Revised observation equation; Online tracking matrix;
D O I
暂无
中图分类号
学科分类号
摘要
To date, many parameter identification methods have been developed for the purpose of structural health monitoring and vibration control. Among them, the extended Kalman filter series methods are attractive in view of the efficient unbiased estimation in recursive manner. However, most of these methods are performed on the premise that the parameters are time-invariant and/or the loadings are known. To circumvent the aforementioned limitations, an online extended Kalman filter with unknown input approach is proposed in this paper for the identification of time-varying parameters and the unknown excitation. A revised observation equation is obtained with the aid of projection matrix. To capture the changes of structural parameters in real time, an online tracking matrix associated with the time-varying parameters is introduced and determined via an optimization procedure. Then, based on the principle of extended Kalman filter, the recursive solution of structural states including the time-variant parameters can be analytically derived. Finally, using the estimated structural states, the unknown inputs are identified by means of least-squares estimation at the same time step. The effectiveness of the proposed approach is validated via linear and nonlinear numerical examples with the consideration of parameters being varied abruptly.
引用
收藏
页码:963 / 974
页数:11
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