Optimal tuned mass damper for seismic applications and practical design formulas
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With a large mass ratio, a TMD becomes very effective in minimizing the primary structure response while generating a fairly small stroke length.
“With a large mass ratio, a TMD becomes very effective in minimizing the primary structure response while it generates a fairly small stroke length.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [67]
The characteristic ground frequency has a stronger influence on the optimal tuning frequency than on the optimal damping ratio of a TMD.
“The characteristic ground frequency has a strong influence on the optimal tuning frequency than the optimal damping ratio of TMD.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [67]
The TMD is optimally designed based on the excitation spectrum.
“The TMD optimally designed based on the excitation spectrum.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [67]
The optimal TMD has a lower tuning frequency and higher damping ratio as the mass ratio increases.
“The optimal TMD has a lower tuning frequency and higher damping ratio with increasing mass ratio.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [67]
A TMD with large mass ratio would be quite effective in reduction of the responses of the structure.
“They reported that the TMD with large mass ratio would be quite effective in reduction of the responses of the structure.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Hoang et al. [67]
Such a TMD would be huge against doubt in the parameters of the system.
“They, also, found that such TMD would be huge against doubt in the parameters of the system.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Hoang et al. [67]
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- Authors
- Hoang, N., Fujino, Y., & Warnitchai, P.
- Affiliations
- The University of Tokyo (JP)
- Asian Institute of Technology (TH)
- Corresponding author
- Hoang, Nam
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 2008-03
- Volume
- 30
- Issue
- 3
- Pages
- 707-715
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W2098813442
- Cited by
- 382
- References
- 15
- Citations by year
- 2026: 14 · 2025: 25 · 2024: 35 · 2023: 36 · 2022: 28 · 2021: 30 · 2020: 27 · 2019: 31 · 2018: 17 · 2017: 25 · 2016: 20 · 2015: 16 · 2014: 26 · 2013: 17 · 2012: 11
- FWCI
- 22.25
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Engineering Structures (publishedVersion)
- 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 retrofitting, Kanai-Tajimi spectrum, mass ratio, tuning frequency, damping ratio, single-degree-of-freedom systems, seismic response reduction
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
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