Adaptive unscented Kalman filter methods for identifying time‐variant parameters via state covariance re‐updating

Author:

Zhang Yanzhe12,Ding Yong34ORCID,Bu Jianqing156,Guo Lina7

Affiliation:

1. State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures Shijiazhuang Tiedao University Shijiazhuang China

2. School of Civil Engineering Shijiazhuang Tiedao University Shijiazhuang China

3. School of Civil Engineering Harbin Institute of Technology Harbin China

4. Key Lab of Structures Dynamic Behavior and Control (Harbin Institute of Technology) Ministry of Education, Heilongjiang Harbin China

5. School of Traffic and Transportation Shijiazhuang Tiedao University Shijiazhuang China

6. Key Laboratory of Traffic Safety and Control of Hebei Province Shijiazhuang China

7. College of Water Conservancy and Civil Engineering Northeast Agricultural University Harbin China

Abstract

AbstractThe conventional parameter identification process generally assumes that parameters remain constant. However, under extreme loading conditions, structures may exhibit nonlinear behavior, and parameters could demonstrate time‐variant characteristics. The unscented Kalman filter (UKF), as an efficient online recursive estimator, is widely used for identifying parameters of nonlinear systems. Nevertheless, it exhibits limitations when attempting to identify time‐variant parameters. To address this issue, this paper proposes a covariance matching technique that produces an array of adaptive UKF algorithms. Firstly, the sensitivity parameter η is defined to identify the instant when the parameter change occurs, and its threshold is calculated based on the sensitivity parameter time history curve. Secondly, an adaptive forgetting factor is introduced to simultaneously update the innovation, cross, and state covariance matrices when the kth‐step sensitive parameter surpasses the threshold. Finally, a secondary correction forgetting factor (SCFF) is employed to further re‐update the state covariance values at the identified damage locations. This creative step enhances the adaptive capability and optimizes the identification accuracy of the proposed algorithms. Both the numerical simulations and shaking table test demonstrate that the proposed adaptive algorithms can efficiently identify the time‐variant stiffness‐type parameters, and accurately capture their time‐variant characteristics.

Funder

National Key Research and Development Program of China

Publisher

Wiley

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