Application of the unscented Kalman filter for real-time nonlinear structural system identification
Over the past few decades, structural system identification based on vibration measurements has attracted much attention in the structural dynamics field. The well‐known extended Kalman filter (EKF) is often used to deal with nonlinear system identification in many civil engineering applications. In...
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Published in | Structural control and health monitoring Vol. 14; no. 7; pp. 971 - 990 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Chichester, UK
John Wiley & Sons, Ltd
01.11.2007
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Subjects | |
Online Access | Get full text |
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Summary: | Over the past few decades, structural system identification based on vibration measurements has attracted much attention in the structural dynamics field. The well‐known extended Kalman filter (EKF) is often used to deal with nonlinear system identification in many civil engineering applications. In spite of that, applying an EKF to highly nonlinear structural systems is not a trivial task, particularly those subject to severe loading. Unlike the EKF, a new technique, the unscented Kalman filter (UKF) is applicable to highly nonlinear systems. In this paper, the EKF and UKF are compared and applied for nonlinear structural system identification. Simulation results show that the UKF produces better state estimation and parameter identification than the EKF and is also more robust to measurement noise levels. Copyright © 2006 John Wiley & Sons, Ltd. |
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Bibliography: | ark:/67375/WNG-5S7LBGQ8-X U.S. National Science Foundation - No. CMS-0134333 istex:BBB9808835CEC6F7A4B2B49C8DCB7BEFB8ABE36E ArticleID:STC186 ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
ISSN: | 1545-2255 1545-2263 |
DOI: | 10.1002/stc.186 |