Paul, S, Yu, W and Jafari, R orcid.org/0000-0001-7298-2363 (2018) A method for bidirectional active vibration control of structure using discrete-time sliding mode. IFAC-PapersOnLine, 51 (13). pp. 361-365. ISSN 2405-8963
Abstract
In this paper, a novel discrete-time sliding mode control is proposed in order to attenuate structural vibration due to earthquake forces. The analysis is based on the lateral-torsional vibration under the bidirectional waves. The proposed fuzzy modeling based sliding mode control can reduce chattering due to its time-varying gain. In the modeling equation of the structural system, the uncertainty exists in terms of sti¤ness, damping forces and earthquake. Fuzzy logic model is used to identify and compensate the uncertainty associated with the modeling equation. We prove that the closed-loop system is uniformly stable using Lyapunov stability analysis. The experimental result reveals that discrete-time sliding mode controller offers significant vibration attenuation with active mass damper and torsional actuator.
Metadata
Authors/Creators: |
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Copyright, Publisher and Additional Information: | © 2016, IFAC (International Federation of Automatic Control). Hosting by Elsevier Ltd. This is an open access article under the terms of the Creative Commons CC-BY-NC-ND license. To view a copy of this license, visit https://creativecommons.org/licenses/by-nc-nd/4.0/. |
Keywords: | active vibration control; sliding mode control; discrete-time; Lyapunov stability; fuzzy logic |
Dates: |
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Institution: | The University of Leeds |
Academic Units: | The University of Leeds > Faculty of Arts, Humanities and Cultures (Leeds) > School of Design (Leeds) |
Depositing User: | Symplectic Publications |
Date Deposited: | 28 Jan 2020 14:59 |
Last Modified: | 05 May 2020 14:28 |
Status: | Published |
Publisher: | Elsevier |
Identification Number: | https://doi.org/10.1016/j.ifacol.2018.07.305 |
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