A method for bidirectional active vibration control of structure using discrete-time sliding mode

Paul, Satyam; Yu, Wen; Jafari, Raheleh

Abstract

© 2018 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.

Citation

Paul, S., Yu, W., & Jafari, R. (2018). A method for bidirectional active vibration control of structure using discrete-time sliding mode. IFAC-PapersOnLine, 51(13), 361-365. https://doi.org/10.1016/j.ifacol.2018.07.305

• Journal Article Type: Conference Paper
• Acceptance Date: Aug 31, 2018
• Online Publication Date: Aug 31, 2018
• Publication Date: 2018
• Deposit Date: Mar 5, 2020
• Journal: IFAC-PapersOnLine
• Print ISSN: 1474-6670
• Electronic ISSN: 2405-8963
• Publisher: International Federation of Automatic Control (IFAC)
• Peer Reviewed: Peer Reviewed
• Volume: 51
• Issue: 13
• Pages: 361-365
• DOI: https://doi.org/10.1016/j.ifacol.2018.07.305
• Public URL: https://uwe-repository.worktribe.com/output/5612530