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A Wavelet‐Based Adaptive Pole Assignment Method for Structural Control
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This article presents a time varying wavelet-based pole assignment (WPA) method to control seismic vibrations in multi-degree of freedom (MDOF) structural systems. The discrete wavelet transform is used to determine the energy content over the frequency band of the response in real time. The frequency content was implemented in the Big Bang–Big Crunch algorithm to update the optimum values of the closed-loop poles of the structural system adaptively. To calculate optimum gain matrix, a robust pole placement algorithm was used. The gain matrix is calculated online based on response characteristic in real time and must not be calculated a priori (offline) choice. The WPA is tested on a 10-story structural system subject to several historical ground motions. It is observed that the WPA has advantages in some design problems. Numerical examples illustrate that the proposed approach reduces the displacement response of the structure in real time more than conventional linear quadratic regulator (LQR) controller.
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“The proposed WPA method was experimentally verified on a 10-story building system, and also through numerical examples under several excitations.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [40]
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The wavelet transform, time-frequency localization and signal analysis
Daubechies, I. (1990) · IEEE Transactions on Information Theory · doi:10.1109/18.57199 · Cited by 6,483
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Cited by
Sorted by citations
Invited Review: Recent developments in vibration control of building and bridge structures
Ghaedi, K., Ibrahim, Z., Adeli, H., & Javanmardi, A. (2017) · Journal of Vibroengineering · doi:10.21595/jve.2017.18900 · Cited by 146
“Amini and Samani [40] suggested a time-varying wavelet-based pole assignment (WPA) controller to reduce seismic vibrations in MDOF structures.”
Background
Metadata
- Authors
- Amini, F., & Samani, M. Z.
- Affiliations
- Iran University of Science and Technology (IR)
- Corresponding author
- Amini, Fereidoun
- ORCID
- Amini, Fereidoun
- Venue
- Computer-Aided Civil and Infrastructure Engineering
- Publisher
- Elsevier BV
- Published
- 2014-07
- Volume
- 29
- Issue
- 6
- Pages
- 464-477
- ISSN
- 1093-9687 (ISSN-L)
- OpenAlex
- W2158755755
- Cited by
- 70
- References
- 1
- Citations by year
- 2024: 19 · 2023: 3 · 2022: 2 · 2021: 4 · 2020: 5 · 2019: 3 · 2018: 5 · 2017: 5 · 2016: 11 · 2015: 11 · 2014: 2
- FWCI
- 18.52
- Type
- journal article
- Language
- en
- Open access
- hybrid
- doi.org
- Licence
- Locations
- Computer-Aided Civil and Infrastructure Engineering (publishedVersion, cc-by-nc-nd)
- 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 › Civil and Structural Engineering › Seismic Performance and Analysis
- Keywords
- adaptive pole placement, structural vibration control, seismic response, multi-degree-of-freedom systems, discrete wavelet transform, Big Bang-Big Crunch algorithm, robust pole assignment, real-time control, linear quadratic regulator comparison
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