EFFICIENCY AND DESIGN FORMULAS OF MULTIPLE TUNED MASS DAMPERS (MTMD)
Open accessAbstract
多数個の同調質量ダンパー (TMD) の固有振動数を制振対象の構造物の固有振動数のまわりのあるバンド幅に分布させたマルティプルTMD (MTMD) の性能を, TMDの減衰の影響を考慮したモード特性の摂動解に基づいて検討した. そして, MTMDの各種外力に対する性能評価式を, 簡単な陽な形で求め, その有効性を数値解との比較によって示した. さらに, 性能評価式に基づいて, MTMDの設計変数の最適値を提案した.
Integrity signals
Registry
Cites
Statistics
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
The sensitivity of multiple TMDs against uncertainty in the structural frequency can diminish significantly by widening the TMD frequency range.
“Also shown in both the above studies, the sensitivity of the multiple TMDs against uncertainty in the structural frequency can diminish significantly by widening the TMD frequency range.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [41]
Abé and Fujino derived TMD design formulas for different loading types as functions of mass ratio, tuning ratio, TMD damping ratio, and structure damping ratio.
“Abé and Fujino [41] utilizing the perturbation solutions, formulas relevant to designing the TMD for different types of loading are gotten; they are claimed as a function of mass ratio, tuning ratio, damping ratio of the TMD and damping ratio of the structure.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Abé and Fujino [41]
Cites
No references could be resolved yet.
Research works printed but not linked: 7
- 1) Igusa, T. and Xu, K.: Wide-band response characteristics of multiple subsystem with high modal density, 2nd International Conference on Stochastic Structural Dynamics, Florida, USA, May, 1990. · DOI
- 2) Igusa, T. and Xu, K.: Vibration reduction characteristics of distributed tuned mass dampers, Proc. of the 4th International Conference on Recent Advances in Structural Dynamics, UK, pp.596-6O5, July, 1991.
- 3) Yamaguchi, H. and Harnpornchai, N.: Fundmental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations, Earthquake Engineering and Structural Dynamics, Vol. 22, No. 1, pp. 51-62, 1993. · DOI · Paper page
- 4) 藤野陽三・孫利民・山口宏樹: マルティプルTMD・TLDの特性の把握, 構造工学論文集, Vol. 38A, pp. 825-836, JSCE, 1992年3月.
- 6) Warburton, G. B. and Ayorinde, E. O.: Optimum absorbers for simple systems, Earthquake Engineering and Structural Dynamics, Vol. 8, pp. 197-217, 1980. · DOI
- 7) Rowbottom, M. D.: The Optimization of Mechanical Dampers to Control Self-Excited Galloping Oscillations, Jour. of Sound and Vibration, 75 (4), pp. 559-576, 1981. · DOI
- 8) 阿部雅人・藤野陽三: 摂動解によるTMD―構造物系の動特性の理解と制振評価, 土木学会論文集, No. 446/I-19, pp. 157-166, 1992年4月. · DOI
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
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
“Abé and Fujino [41] utilizing the perturbation solutions, formulas relevant to designing the TMD for different types of loading are gotten; they are claimed as a function of mass ratio, tuning ratio, damping ratio of the TMD and damping ratio of the structure.”
MethodInfluential
- Authors
- ABÉ, M., & FUJINO, Y.
- Affiliations
- Japan Society of Civil Engineers (JP)
- ORCID
- FUJINO, Yozo
- Venue
- Doboku Gakkai Ronbunshu
- Publisher
- Japan Society of Civil Engineers
- Published
- 1993-04-21
- Volume
- 1993
- Issue
- 465
- Pages
- 97-106
- ISSN
- 0289-7806 (ISSN-L)
- 1882-7187
- OpenAlex
- W2312804393
- Cited by
- 8
- References
- 0
- Citations by year
- 2026: 1 · 2020: 2 · 2018: 1 · 2017: 1 · 2015: 2
- FWCI
- 2.31
- Type
- journal article
- Language
- en
- Open access
- bronze
- doi.org
- Locations
- Doboku Gakkai Ronbunshu (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 › Mechanical Engineering › Vibration and Dynamic Analysis
- Keywords
- multiple tuned mass dampers, tuned mass damper, structural vibration control, damping effects, perturbation solution, design parameter optimization
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 ›
Are you an author, or do you see a problem with this page? Request a review