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ROBUST VIBRATION CONTROL OF WIND-EXCITED HIGHRISE BUILDING STRUCTURES
Open accessAbstract
A robust filtered sliding mode control (SMC) approach is presented for vibration control of wind-excited highrise building structures. Rather than using a Lyapunov-function based control design, an alternative way is provided to find the control force based on the equivalent control force principle to obtain the control force. A low pass filter is properly selected to remove the high-frequency components of the control force while retaining the structural stability. The performance of the proposed filtered SMC is evaluated by application to a wind-excited 76-story building benchmark problem equipped with an active tuned mass damper (ATMD) on the roof. Due to the elimination of high-frequency part of the control force, the structure, sensors, actuators, and dampers are all less excited, and consequently their response is reduced compared with the unfiltered SMC approach. In addition, the required control forces are reduced which means a reduction in the size of actuators, thus making their implementation more practical. It is shown the proposed method is more robust to structural stiffness uncertainties compared with the linear quadratic Gaussian (LQG) algorithm and another implementation of SMC.
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“Wang and Adeli [35] presented a filtered sliding mode control method to reduce the wind-induced response of high-rise buildings and applied it to a 76-story building using an ATMD installed on the roof.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [35]
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Research works printed but not linked: 29
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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
“Fisco and Adeli [6] brought forward a state-of-the-art review of active control of structures including active tuned mass dampers (ATMD), active tendon systems, active magnetorheological (MR) dampers, distributed actuators, piezoelectric dampers (PDs), semi-active stiffness dampers (SASD) and semi-active tuned liquid…”
MethodInfluentialSelf-citation
Metadata
- Authors
- Wang, N., & Adeli, H.
- Affiliations
- The Ohio State University (US)
- ORCID
- Adeli, Hojjat
- Venue
- Journal of Civil Engineering and Management
- Published
- 2015-11-23
- Volume
- 21
- Issue
- 8
- Pages
- 967-976
- ISSN
- 1392-3730 (ISSN-L)
- 1822-3605
- OpenAlex
- W2173459099
- Cited by
- 52
- References
- 0
- Citations by year
- 2026: 1 · 2025: 6 · 2024: 8 · 2023: 2 · 2022: 5 · 2021: 4 · 2020: 8 · 2019: 5 · 2018: 4 · 2017: 4 · 2016: 4 · 2015: 1
- FWCI
- 7.17
- Type
- journal article
- Language
- en
- Open access
- gold
- doi.org
- Licence
- cc-by
- Locations
- Journal of Civil Engineering and Management (publishedVersion, cc-by)
- DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic and Structural Analysis of Tall Buildings
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
- Keywords
- robust vibration control, wind-excited structures, high-rise buildings, low-pass filter, active tuned mass damper, structural stability
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