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Bioinspired Tuned Mass Damper for Mitigation of Wind-Induced Building Excitation
Abstract
This paper presents a novel bioinspired actuator that mimics the sacrificial bond and hidden length mechanism, a highly efficient energy dissipation mechanism found in bio-organisms such as abalone shell and bone. The effectiveness of the bioinspired actuator implemented in a tuned mass damper application is investigated with illustrative examples. As a basic and simple example, a single-degree-of-freedom system was studied both numerically and experimentally while subjected to a range of frequency near its resonance as the first step toward application for control of tall buildings under vortex shedding. It was found that the peak displacement of the damped system was decreased as much as 43% as compared with that with a conventional tuned mass damper. With the confirmation of both theoretical and experimental results for this basic example, a more practical and realistic example of a wind-excited 76-story benchmark building was studied. In this example, the current bioinspired tuned mass damper, although passive, showed better performance than the conventional passive tuned mass damper and was also comparable with the semiactive tuned mass damper in its capability of reduction in displacements and accelerations at various floors.
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“For the control algorithm, they used the Linear Quadratic Gaussian (LQG), H∞, and ongoing Sliding Mode Control (SMC) tactics, and discovered that all three made well at decreasing the vibration of the structure.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [78]
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Research works printed but not linked: 21
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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
“(2017) [78] discuss the use of an ATMD system consisting of three actuators to control the windinduced motion of the 310-m Nanjing TV transmission Tower in China.”
BackgroundMethod
Metadata
- Authors
- Kwon, I. Y., Yang, H. T., Hansma, P. K., & Randall, C. J.
- Affiliations
- University of California, Santa Barbara (US)
- Corresponding author
- Kwon, Isaac Y.
- ORCID
- Hansma, Paul K.
- Venue
- Journal of Structural Engineering
- Published
- 2017-10
- Volume
- 143
- Issue
- 10
- ISSN
- 0733-9445 (ISSN-L)
- 1943-541X
- OpenAlex
- W2740193750
- Cited by
- 12
- References
- 0
- Citations by year
- 2025: 1 · 2022: 2 · 2021: 1 · 2020: 3 · 2019: 3 · 2018: 2
- FWCI
- 2.29
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Structural Engineering (publishedVersion)
- Funders
- National Science Foundation
- 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 › Aerospace Engineering › Aeroelasticity and Vibration Control
- Keywords
- energy dissipation, vortex shedding, high-rise buildings, passive vibration control, abalone shell, bone, displacement reduction
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