A Generalized Identification of Joint Structural State and Unknown Inputs Using Data Fusion MKF-UI
The classical Kalman filter (KF) can estimate the structural state online in real time. However, the classical KF presupposes that external excitations are known. The existing methods of Kalman filter with unknown inputs (KF-UI) have limitations that require observing the acceleration response at th...
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Shahid Chamran University of Ahvaz
2021-06-01
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doaj-8533474ba35b471e985f2379a4cb176b2021-07-13T13:53:27ZengShahid Chamran University of AhvazJournal of Applied and Computational Mechanics2383-45362383-45362021-06-017Special Issue1198120410.22055/jacm.2021.32600.204316680A Generalized Identification of Joint Structural State and Unknown Inputs Using Data Fusion MKF-UILijun Liu0Jiajia Zhu1Ying Lei2Department of Civil Engineering, Xiamen University, No.182 Daxue Road, Xiamen, 361005, ChinaDepartment of Civil Engineering, Xiamen University, No.182 Daxue Road, Xiamen, 361005, ChinaDepartment of Civil Engineering, Xiamen University, No.182 Daxue Road, Xiamen, 361005, ChinaThe classical Kalman filter (KF) can estimate the structural state online in real time. However, the classical KF presupposes that external excitations are known. The existing methods of Kalman filter with unknown inputs (KF-UI) have limitations that require observing the acceleration response at the excitation point or assuming the unknown force. To surmount the above defects, an innovative modal Kalman filter with unknown inputs (MKF-UI) is proposed in this paper. Modal transformation and modal truncation are used to reduce the dimensionality of the structural state, and the accelerations at the excitation positions do not need to observe. Besides, the proposed MKF-UI does not require the assumption of unknown external excitation. Therefore, the proposed approach is suitable for the generalized identification of dynamic structural states and unknown loadings. The effectiveness and feasibility of the proposed identification approach are ascertained by some numerical simulation examples.https://jacm.scu.ac.ir/article_16680_15289f757063c8d16696547a19a99058.pdfkalman filtermodal transformationunknown inputslimited measurementsdata fusion |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Lijun Liu Jiajia Zhu Ying Lei |
spellingShingle |
Lijun Liu Jiajia Zhu Ying Lei A Generalized Identification of Joint Structural State and Unknown Inputs Using Data Fusion MKF-UI Journal of Applied and Computational Mechanics kalman filter modal transformation unknown inputs limited measurements data fusion |
author_facet |
Lijun Liu Jiajia Zhu Ying Lei |
author_sort |
Lijun Liu |
title |
A Generalized Identification of Joint Structural State and Unknown Inputs Using Data Fusion MKF-UI |
title_short |
A Generalized Identification of Joint Structural State and Unknown Inputs Using Data Fusion MKF-UI |
title_full |
A Generalized Identification of Joint Structural State and Unknown Inputs Using Data Fusion MKF-UI |
title_fullStr |
A Generalized Identification of Joint Structural State and Unknown Inputs Using Data Fusion MKF-UI |
title_full_unstemmed |
A Generalized Identification of Joint Structural State and Unknown Inputs Using Data Fusion MKF-UI |
title_sort |
generalized identification of joint structural state and unknown inputs using data fusion mkf-ui |
publisher |
Shahid Chamran University of Ahvaz |
series |
Journal of Applied and Computational Mechanics |
issn |
2383-4536 2383-4536 |
publishDate |
2021-06-01 |
description |
The classical Kalman filter (KF) can estimate the structural state online in real time. However, the classical KF presupposes that external excitations are known. The existing methods of Kalman filter with unknown inputs (KF-UI) have limitations that require observing the acceleration response at the excitation point or assuming the unknown force. To surmount the above defects, an innovative modal Kalman filter with unknown inputs (MKF-UI) is proposed in this paper. Modal transformation and modal truncation are used to reduce the dimensionality of the structural state, and the accelerations at the excitation positions do not need to observe. Besides, the proposed MKF-UI does not require the assumption of unknown external excitation. Therefore, the proposed approach is suitable for the generalized identification of dynamic structural states and unknown loadings. The effectiveness and feasibility of the proposed identification approach are ascertained by some numerical simulation examples. |
topic |
kalman filter modal transformation unknown inputs limited measurements data fusion |
url |
https://jacm.scu.ac.ir/article_16680_15289f757063c8d16696547a19a99058.pdf |
work_keys_str_mv |
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1721305501419962368 |