Dynamic response and optimal design of structures with large mass ratio TMD
Abstract
This paper investigates the dynamic behavior and the seismic effectiveness of a non‐conventional Tuned Mass Damper (TMD) with large mass ratio. Compared with conventional TMD, the device mass is increased up to be comparable with the mass of the structure to be protected, aiming at a better control performance. In order to avoid the introduction of an excessive additional weight, masses already present on the structure are converted into tuned masses, retaining structural or architectural functions beyond the mere control function. A reduced order model is introduced for design purposes and the optimal design of a large mass ratio TMD for seismic applications is then formulated. The design method is specifically developed to implement High‐Damping Rubber Bearings (HDRB) to connect the device mass to the main structure, taking advantage of combining stiffness and noticeable damping characteristics. Ground acceleration is modeled as a Gaussian random process with white noise power spectral density. A numerical searching technique is used to obtain the optimal design parameter, the frequency ratio alpha, which minimizes the root‐mean‐square displacement response of the main structure. The study finally comprises shaking table tests on a 1:5 scale model under a wide selection of accelerograms, both artificial and natural, to assess the seismic effectiveness of the proposed large mass ratio TMD. Copyright © 2011 John Wiley & Sons, Ltd.
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TMDs with high mass ratio are less dependent on frequency in exciting vibration than TMDs with low mass ratio.
“TMDs with high mass ratio are less dependent on frequency in exciting vibration than the TMDs with low mass ratio.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [74]
Results obtained under far-field ground motions are better than those achieved under near-fault ground motions because of the impulsive character of the latter.
“The results obtained under far-field ground motions are better than those achieved under near-fault ground motions because of the impulsive character of the latter.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [74]
A non-conventional TMD with a large mass ratio outperforms or equals a conventional TMD with a small mass ratio.
“A non-conventional TMD with a large mass ratio outperforms is equal with a conventional TMD with a small mass ratio.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [74]
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Optimal Tuned Inerter Dampers for Vibration Control Performance of Adjacent Building Structures
Kang, X., Tang, J., Li, F., Wu, J. L., Wei, J., Huang, Q., Li, Z., Zhang, F., & Sheng, Z. (2023) · Buildings · doi:10.3390/buildings13071803 · Cited by 18 · see citing works
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Self-citation
- Authors
- De Angelis, M., Perno, S., & Reggio, A.
- Affiliations
- Sapienza University of Rome (IT)
- Corresponding author
- Reggio, Anna
- ORCID
- Reggio, Anna
- Venue
- Earthquake Engineering & Structural Dynamics
- Publisher
- Wiley
- Published
- 2011-04
- Volume
- 41
- Issue
- 1
- Pages
- 41-60
- ISSN
- 0098-8847 (ISSN-L)
- 1096-9845
- OpenAlex
- W1965777029
- Cited by
- 239
- References
- 32
- Citations by year
- 2026: 13 · 2025: 31 · 2024: 27 · 2023: 26 · 2022: 16 · 2021: 15 · 2020: 28 · 2019: 22 · 2018: 14 · 2017: 19 · 2016: 5 · 2015: 9 · 2014: 4 · 2013: 6 · 2012: 2
- FWCI
- 12.92
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Earthquake Engineering & Structural Dynamics (publishedVersion)
- PORTO@Iris (submittedVersion)
- IRIS Research product catalog (Sapienza University of Rome) (submittedVersion)
- PORTO Publications Open Repository TOrino (Politecnico di Torino) (submittedVersion)
- Funders
- Sapienza Università di Roma
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Keywords
- tuned mass damper, seismic response control, high damping rubber bearings, optimal design, frequency ratio, model reduction, root mean square displacement, shaking table test, structural vibration control
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