Vibration Control Using Multiple Tuned Mass Dampers
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The basic idea of MTMD is to use a large number of small TMDs whose natural frequencies are distributed around the dominant natural frequency of a structure to have a TMD system with more robust performance.
“The basic idea is to use a large number of small TMDs whose natural frequencies are distributed around the dominant natural frequency of a structure to have a TMD system with more robust performance (Figure 4b).”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [42]
The natural frequencies of the TMDs are unequally distributed over a frequency range centered at the controlled structural frequency, and the width of this frequency range is proportional to the square root of the ratio of the total TMD mass and the main mass.
“Their optimal result shows that the natural frequencies of the TMDs are unequally distributed over a frequency range centered at the controlled structural frequency and the width of this frequency range is proportional to the square root of the ratio of the total TMD mass and the main mass.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Igusa and Xu [42]
Cited by
Sorted by citations
Research developments in vibration control of structures using passive tuned mass dampers
Elias, S., & Matsagar, V. (2017) · Annual Reviews in Control · doi:10.1016/j.arcontrol.2017.09.015 · Cited by 545 · see citing works
Nagarajaiah, S. (2009) · Structural Control and Health Monitoring · doi:10.1002/stc.349 · Cited by 256 · see citing works
Improvement of tuned mass damper by using rotational inertia through tuned viscous mass damper
Garrido, H., Curadelli, O., & Ambrosini, D. (2013) · Engineering Structures · doi:10.1016/j.engstruct.2013.08.044 · Cited by 227 · see citing works
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 · see citing works
“Igusa and Xu [42] analytically designed multiple TMDs for a SDOF structure subjected to a wide-band force.”
BackgroundDistributed Mass Damper System for Integrating Structural and Environmental Controls in Buildings
Fu, T. S., & Johnson, E. A. (2011) · Journal of Engineering Mechanics · doi:10.1061/(asce)em.1943-7889.0000211 · Cited by 53 · see citing works
- Authors
- Igusa, T., & Xu, K.
- Affiliations
- Northwestern University (US)
- ORCID
- Igusa, T.
- Venue
- Journal of Sound and Vibration
- Publisher
- Elsevier BV
- Published
- 1994-08
- Volume
- 175
- Issue
- 4
- Pages
- 491-503
- ISSN
- 0022-460X (ISSN-L)
- OpenAlex
- W2035162560
- Cited by
- 295
- References
- 0
- Citations by year
- 2026: 18 · 2025: 16 · 2024: 20 · 2023: 15 · 2022: 17 · 2021: 25 · 2020: 17 · 2019: 12 · 2018: 14 · 2017: 9 · 2016: 14 · 2015: 9 · 2014: 14 · 2013: 9 · 2012: 11
- FWCI
- 18.59
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Sound and Vibration (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Control and Systems Engineering › Vibration and Dynamic Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Keywords
- tuned mass damper, multiple tuned mass dampers, structural vibration control, asymptotic analysis, calculus of variations
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