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Tuned mass damper effects on the response of multi-storied structures observed in geotechnical centrifuge tests
Open accessAbstract
Tuned mass dampers (TMDs) are widely used to reduce vibrations in structures. However, very little research is available on the experimental investigation of TMDs and their performance in soil-structure systems. In this paper, a series of geotechnical centrifuge tests was conducted to investigate the effects of TMDs on the response of a multiple-storey sway frame structure undergoing dynamic soil-structure interaction (SSI). Structural responses were recorded for a wide range of input motion characteristics, damper configurations and soil profiles. The practicality associated with the use of TMDs in the damping of resonant structures in light of unexpected earthquake characteristics different from design earthquakes was experimentally demonstrated. Tuning a TMD to soil-structure system properties rather than fixed-base structural properties was found to double the improvement in damping and reduce the original peak response by nearly half. The potential effectiveness of a de-tuned mass damper in light of significant SSI was also demonstrated.
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“[156] experimentally demonstrated that performance of the TMD is optimum when the natural frequency of the TMD is tuned to the predominant modal frequency of the soil-structure system.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [156]
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“Subsequently, Jabary and Madabhushi [157] reported that tuning a TMD to the soil-structure system properties rather than fixed-base structural properties was found to double the recovery in damping and reduce the original peak response by nearly half.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Jabary and Madabhushi [157]
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Citations
Cites
Parametric study and simplified design of tuned mass dampers
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Research works printed but not linked: 20
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- Jabary RN, Madabhushi SPG. An experimental investigation of soil-structure interaction in a sway frame structure with tuned mass dampers. In: Cunha A, Cactano E, Ribeiro P, Müller G (Eds.) Proceedings of the 9th international conference on structural dynamics, EURODYN 2014, Porto, Portugal, 30 June-2 July; 2014. p. 741–7.
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- Madabhushi SPG, Schofield AN, Lesley S. A new stored angular momentum (SAM) based earthquake actuator. In: Kimura T, Kusakabe O, Takemura J, editors. Proceedings of the international conference, Centrifuge ׳98, IS-Tokyo ׳98, Tokyo, Japan. Rotterdam: Balkema; 23–25 September 1998. p. 111–6.
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- Jabary RN, Madabhushi SPG. An experimental investigation of tuned mass dampers on the seismic response of a multi-storey structure. In: Vemury C, Elia G, Rouainia M, Wilkinson S (Eds.). Proceedings of the young engineers conference, SECED 2013. Newcastle upon Tyne, United Kingdom; 3-4 July 2013. p. 76–81
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 556
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
“Subsequently, Jabary and Madabhushi [157] reported that tuning a TMD to the soil-structure system properties rather than fixed-base structural properties was found to double the recovery in damping and reduce the original peak response by nearly half.”
BackgroundInfluentialLiu, S., Lu, Z., Li, P., Ding, S., & Wan, F. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2020.110531 · Cited by 80
Metadata
- Authors
- Jabary, R. N., & Madabhushi, S. P. G.
- Affiliations
- University of Cambridge (GB)
- Corresponding author
- Jabary, R.N.
- ORCID
- Madabhushi, S.P.G.
- Venue
- Soil Dynamics and Earthquake Engineering
- Publisher
- Elsevier BV
- Published
- 2015-10
- Volume
- 77
- Pages
- 373-380
- ISSN
- 0267-7261 (ISSN-L)
- OpenAlex
- W1595989389
- Cited by
- 44
- References
- 1
- Citations by year
- 2025: 3 · 2024: 3 · 2023: 3 · 2022: 9 · 2021: 3 · 2020: 5 · 2019: 6 · 2018: 4 · 2017: 8
- FWCI
- 6.62
- Type
- journal article
- Language
- en
- Open access
- hybrid
- doi.org
- Locations
- Soil Dynamics and Earthquake Engineering (publishedVersion, cc-by)
- Apollo (University of Cambridge) (submittedVersion)
- Cambridge University Engineering Department Publications Database (submittedVersion)
- Funders
- Engineering and Physical Sciences Research Council (EPSRC)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical Engineering and Underground Structures
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Keywords
- tuned mass damper, soil-structure interaction, seismic response reduction, geotechnical centrifuge tests, resonant structures, soil profile, damper configuration
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- Jabary, R. N., & Madabhushi, S. P. G. (2015). Tuned mass damper effects on the response of multi-storied structures observed in geotechnical centrifuge tests. Soil Dynamics and Earthquake Engineering. https://doi.org/10.1016/j.soildyn.2015.06.013