Nonlinear system identification from noisy measurements

IF 0.7 Q4 ENGINEERING, CIVIL
Abdul-Basset A. Al-Hussein, A. Haldar
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引用次数: 3

Abstract

A novel nonlinear system identification procedure using noisy measurements for health assessment of real civil infrastructure systems is presented. The important features of the procedure are that it can identify a structural system using only a limited number of highly noise-contaminated responses measured for a very short duration. To compensate for the use of very short duration response time-histories, multiple weighted global iteration (WGI) procedure is introduced in the unscented Kalman filter (UKF) algorithm to help the convergence process. It is denoted as UKF-WGI procedure. The algorithm is a finite element-based nonlinear system identification technique. It identifies not only the integrity of the whole structure, but also the locations and severity of the defects. Since no similar studies are reported in the literature, the superiority of UKF-WGI over the extended Kalman filter-based procedure in the presence of noise is established with the help of several illustrative examples.
基于噪声测量的非线性系统辨识
提出了一种新的基于噪声测量的非线性系统识别方法,用于实际民用基础设施系统的健康评估。该程序的重要特征是,它可以仅使用在很短的时间内测量的有限数量的高度噪声污染响应来识别结构系统。为了补偿极短持续时间响应时程的使用,在无迹卡尔曼滤波器(UKF)算法中引入了多重加权全局迭代(WGI)程序,以帮助收敛过程。它被表示为UKF-WGI程序。该算法是一种基于有限元的非线性系统辨识技术。它不仅确定了整个结构的完整性,还确定了缺陷的位置和严重程度。由于文献中没有类似的研究报告,因此在存在噪声的情况下,UKF-WGI优于基于扩展卡尔曼滤波器的程序,并通过几个示例来证明这一点。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Structural Engineering
International Journal of Structural Engineering Engineering-Civil and Structural Engineering
CiteScore
2.40
自引率
23.10%
发文量
24
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