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Real-time experimental validation of a novel semi-active control scheme for vibration mitigation: Experimental Validation of a Semi-active Vibration Mitigation Scheme
Abstract
This study performs an experimental investigation of a novel, semi-active control strategy for effective vibration mitigation. The implemented approach comprises a combination of the linear quadratic regulator with a nonlinear observer, namely, the unscented Kalman filter, for the control of systems described by uncertainties. Indeed, numerical models of structural systems often result as inadequate because of inherent uncertainties, such as noise, modeling errors, unknown system properties, or influence of varying operational and environmental conditions. In tackling this issue, the unscented Kalman filter is herein employed for adaptive joint state and parameter estimation refining the accuracy of the model employed by the controller and resulting in enhanced vibration mitigation. A scaled five-story shear frame attached to a hydraulic cylinder comprises the tested structure, where actuation is provided by means of a rotational magnetorheological damper operating on the relative motion between the ground floor and the first floor plate. The experimentally obtained results demonstrate a good agreement with simulations and encourage further implementation of the proposed framework in field applications of structural control. Copyright © 2016 John Wiley & Sons, Ltd.
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“It should note that the semi-active system does not have full control capacity since they are limited within the range of the capacity of installed passive devices [12].”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [12]
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Research works printed but not linked: 29
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Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review
Rahimi, F., Aghayari, R., & Samali, B. (2020) · Civil Engineering Journal · doi:10.28991/cej-2020-03091571 · Cited by 138
“It should note that the semi-active system does not have full control capacity since they are limited within the range of the capacity of installed passive devices [12].”
Background
Metadata
- Authors
- Miah, M. S., Chatzi, E. N., Dertimanis, V. K., & Weber, F.
- Affiliations
- ETH Zurich (CH)
- Empa (CH)
- Corresponding author
- Chatzi, Eleni N.
- Venue
- Structural Control and Health Monitoring
- Publisher
- Hindawi Limited
- Published
- 2016-05-15
- Volume
- 24
- Issue
- 3
- Pages
- e1878
- ISSN
- 1545-2255 (ISSN-L)
- OpenAlex
- W2405905537
- Cited by
- 39
- References
- 0
- Citations by year
- 2026: 1 · 2025: 3 · 2024: 4 · 2023: 2 · 2022: 5 · 2021: 5 · 2020: 10 · 2019: 3 · 2018: 5 · 2016: 1
- FWCI
- 4.08
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Structural Control and Health Monitoring (publishedVersion)
- DORA Empa (Swiss Federal Laboratories for Materials Science and Technology (Empa)) (submittedVersion)
- Funders
- Albert-Lück Foundation
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
- Physical Sciences › Engineering › Aerospace Engineering › Aeroelasticity and Vibration Control
- Keywords
- semi-active vibration control, unscented Kalman filter, linear quadratic regulator, nonlinear state estimation, parameter estimation, magnetorheological damper, shear frame, structural uncertainty, real-time control, structural health monitoring
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