Tuned Mass Dampers
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Tuned Mass Damper (TMD), first introduced by Frahm, is the most popular passive linear vibration absorber utilized in structures, particularly in tall buildings and towers and sometimes in aerospace applications.
“Tuned Mass Damper (TMD), first introduced by Frahm [19], is the most popular passive linear vibration absorber utilized in structures, particularly in tall buildings and towers [20] and sometimes in aerospace applications [21].”
From A review on nonlinear energy sinks: designs, analysis and applications of impact and rotary types (2023) · cites this paper as [20]
A major bottleneck in optimal active control of large structures with hundreds or thousands of members using distributed actuators and the LQR algorithm is the solution of the complex eigenvalue problem in the Riccati equation and the solution of both open-loop and closed-loop systems of equations.
“A major bottleneck in optimal active control of large structures with hundreds or thousands of members, using distributed actuators and the LQR algorithm, is the solution of the complex eigenvalue problem faced in the solution of the eventuate Riccati equation, as well as the solution of both open loop and closed loop systems of equations.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [122]
Parallel-vector algorithms consistently create constant conclusions for problems of different sizes, while other algorithms show numerical instability for large problems.
“It is shown that the algorithms consistently create constant conclusions for problems of different sizes while other algorithms show numerical instability for large problems.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [122]
The parallel processing efficiency of the parallel-vector algorithms increases with an increase in the size of the problem.
“Further, it is demonstrated that the parallel processing efficiency of the parallel-vector algorithms increases with an increase in the size of the problem.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [122]
Cites
Performance of Multiple Mass Dampers under Random Loading
Kareem, A., & Kline, S. (1995) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1995)121:2(348) · Cited by 306 · cited 1× · see citing works
“Kareem and Kline [27] study the effectiveness of multiple TMDs attached to the roof of regular 186 m-tall square (31 m × 31 m in plan) rectangular (31 m × 155 m in plan) buildings subjected to wind and earthquake excitations.”
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A review on nonlinear energy sinks: designs, analysis and applications of impact and rotary types
Saeed, A. S., Abdul Nasar, R., & AL-Shudeifat, M. A. (2023) · Nonlinear Dynamics · doi:10.1007/s11071-022-08094-y · Cited by 208 · see citing works
“Tuned Mass Damper (TMD), first introduced by Frahm [19], is the most popular passive linear vibration absorber utilized in structures, particularly in tall buildings and towers [20] and sometimes in aerospace applications [21].”
BackgroundDai, J., Xu, Z.-D., & Gai, P.-P. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2019.109585 · Cited by 163 · see citing works
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 · see citing works
“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…”
BackgroundInfluentialSelf-citationApplication 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 · see citing works
“Soto and Adeli [122] provided a computational model for active control of large structures utilizing distributed actuators against to various types of dynamic loading, such as impact, wind and earthquake loadings.”
BackgroundInfluential
- Authors
- Gutierrez Soto, M., & Adeli, H.
- Affiliations
- The Ohio State University (US)
- Corresponding author
- Adeli, Hojjat
- ORCID
- Adeli, Hojjat
- Venue
- Archives of Computational Methods in Engineering
- Published
- 2013-10-19
- Volume
- 20
- Issue
- 4
- Pages
- 419-431
- ISSN
- 1134-3060 (ISSN-L)
- 1886-1784
- OpenAlex
- W2041735336
- Cited by
- 346
- References
- 1
- Citations by year
- 2026: 25 · 2025: 40 · 2024: 40 · 2023: 35 · 2022: 44 · 2021: 33 · 2020: 27 · 2019: 35 · 2018: 21 · 2017: 19 · 2016: 14 · 2015: 8 · 2014: 4 · 2013: 1
- FWCI
- 19.54
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- www.springer.com/tdm (tdm)
- Locations
- Archives of Computational Methods in Engineering (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Physical Sciences › Engineering › Control and Systems Engineering › Vibration and Dynamic Analysis
- Keywords
- tuned mass damper, pendulum tuned mass damper, tuned liquid column damper, structural vibration control, passive damping
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