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

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-02-23 DOI:10.1002/eqe.4104
Yanzhe Zhang, Yong Ding, Jianqing Bu, Lina Guo
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Abstract

The 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.

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通过状态协方差再更新识别时变参数的自适应无特征卡尔曼滤波方法
传统的参数识别过程通常假定参数保持不变。然而,在极端载荷条件下,结构可能会表现出非线性行为,参数也可能呈现出时变特性。无特征卡尔曼滤波器(UKF)作为一种高效的在线递归估计器,被广泛用于识别非线性系统的参数。然而,在尝试识别时变参数时,它却表现出了局限性。为解决这一问题,本文提出了一种协方差匹配技术,该技术可产生一系列自适应 UKF 算法。首先,定义灵敏度参数 η 以确定参数变化发生的瞬间,并根据灵敏度参数时间历史曲线计算其阈值。其次,引入自适应遗忘因子,当第 k 步敏感参数超过阈值时,同时更新创新矩阵、交叉矩阵和状态协方差矩阵。最后,采用二次修正遗忘因子(SCFF),进一步重新更新已识别损坏位置的状态协方差值。这一创造性步骤增强了算法的自适应能力,优化了识别精度。数值模拟和振动台测试表明,所提出的自适应算法能够有效识别时变刚度型参数,并准确捕捉其时变特征。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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