A novel adaptive unscented Kalman Filter with forgetting factor for the identification of the time-variant structural parameters

被引:0
|
作者
Zhang, Yanzhe [1 ,2 ]
Ding, Yong [3 ,4 ]
Bu, Jianqing [1 ,5 ,6 ]
Guo, Lina [7 ]
机构
[1] Shijiazhuang Tiedao Univ, State Key Lab Mech Behav & Syst Safety Traff Engn, Shijiazhuang 050043, Peoples R China
[2] Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang 050043, Peoples R China
[3] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
[4] Minist Educ, Harbin Inst Technol, Key Lab Struct Dynam Behav & Control, Harbin 150090, Heilongjiang, Peoples R China
[5] Shijiazhuang Tiedao Univ, Sch Traff & Transportat, Shijiazhuang 050043, Peoples R China
[6] Key Lab traff safety & control Hebei Prov, Shijiazhuang, Peoples R China
[7] Northeast Agr Univ, Coll Water Conservancy & Civil Engn, Harbin 150048, Peoples R China
关键词
adaptive tracking; forgetting factor; model updating; state variable; time-variant parameters; PERFORMANCE;
D O I
10.12989/sss.2023.32.1.009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The parameters of civil engineering structures have time-variant characteristics during their service. When extremely large external excitations, such as earthquake excitation to buildings or overweight vehicles to bridges, apply to structures, sudden or gradual damage may be caused. It is crucially necessary to detect the occurrence time and severity of the damage. The unscented Kalman filter (UKF), as one efficient estimator, is usually used to conduct the recursive identification of parameters. However, the conventional UKF algorithm has a weak tracking ability for time-variant structural parameters. To improve the identification ability of time-variant parameters, an adaptive UKF with forgetting factor (AUKF-FF) algorithm, in which the state covariance, innovation covariance and cross covariance are updated simultaneously with the help of the forgetting factor, is proposed. To verify the effectiveness of the method, this paper conducted two case studies as follows: the identification of time-variant parameters of a simply supported bridge when the vehicle passing, and the model updating of a six -story concrete frame structure with field test during the Yangbi earthquake excitation in Yunnan Province, China. The comparison results of the numerical studies show that the proposed method is superior to the conventional UKF algorithm for the time-variant parameter identification in convergence speed, accuracy and adaptability to the sampling frequency. The field test studies demonstrate that the proposed method can provide suggestions for solving practical problems.
引用
收藏
页码:9 / 21
页数:13
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