The DOI matches its Crossref record; 1 of the 1 references it cites were found in a registry or an index.
Vertically distributed multiple tuned mass dampers in tall buildings: performance analysis and preliminary design
Abstract
This paper investigates the structural performance of vertically distributed multiple tuned mass dampers (MTMDs), which can save valuable occupiable space near the top of tall buildings, control the first as well as higher mode responses and be installed more easily because of smaller tuned mass damper (TMD) masses. Vertically distributed MTMD theory is presented. With this theory, the effectiveness of vertically distributed MTMDs along the building height is predicted using simplified models, compared with the conventional TMDs installed near the top of tall buildings. Vertically distributed MTMDs are designed for a typical 60‐storey tall building subjected to representative dynamic wind loads, and their performance is measured. The results of these studies show that TMDs can be distributed vertically along the building height without substantial loss of their effectiveness. Considering their advantages over the conventional system, vertically distributed MTMDs possess a high potential of practical applications for tall‐building motion control. Copyright © 2009 John Wiley & Sons, Ltd.
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In the citing paper
“By distributing TMDs vertically with multiple small TMDs at each level, the system reliability is enhanced.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [69]
In the citing paper
“TMDs can be distributed vertically along with the building height without substantial loss of their effectiveness for tall-building motion control.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [69]
In the citing paper
“In order to save the space used for TMD installation, TMD motion can be reduced by increasing the TMD damping ratio over its optimal value.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [69]
Citations
Cites
Performance of Multiple Mass Dampers under Random Loading
Kareem, A., & Kline, S. (1995) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1995)121:2(348) · Cited by 306
Flagged first, then by citations
Research works printed but not linked: 6
- 10.1002/eqe.4290240209 · DOI
- BergmanLA McFarlandDM HallJK JohnsonEA KareemA.1989.Optimal distribution of tuned mass dampers in wind‐sensitive structures.Structural Safety and Reliability: Proceedings of ICOSSAR '89 the 5th International Conference on Structural Safety and Reliability ASME New York 95–102.
- Connor JJ, 2003, Introduction to Structural Motion Control
- Hartog D, 1956, Mechanical Vibrations
- MoonK.2005.Dynamic Interrelationship between Technology and Architecture in Tall Buildings. PhD Dissertation Department of Architecture Massachusetts Institute of Technology Cambridge MA.
- 10.1002/eqe.4290220105 · DOI · Paper page
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
“Moon [69] Vertically distributed multiple tuned mass dampers in tall buildings 1- TMDs can be distributed vertically along with the building height without substantial loss of their effectiveness for tall-building motion control.”
BackgroundCalayir, M., Tao, J., Mercan, O., & Bezabeh, M. A. (2026) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.70129 · Cited by 8
Metadata
- Authors
- Moon, K. S.
- Affiliations
- Yale University (US)
- Corresponding author
- Moon, Kyoung Sun
- ORCID
- Moon, Kyoung Sun
- Venue
- The Structural Design of Tall and Special Buildings
- Publisher
- Wiley
- Published
- 2009-01-07
- Volume
- 19
- Issue
- 3
- Pages
- 347-366
- ISSN
- 1541-7794 (ISSN-L)
- 1541-7808
- OpenAlex
- W2094284485
- Cited by
- 99
- References
- 1
- Citations by year
- 2026: 7 · 2025: 5 · 2024: 6 · 2023: 9 · 2022: 13 · 2021: 4 · 2020: 3 · 2019: 8 · 2018: 8 · 2017: 10 · 2016: 7 · 2015: 6 · 2014: 4 · 2013: 6 · 2012: 2
- FWCI
- 3.33
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- The Structural Design of Tall and Special Buildings (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic and Structural Analysis of Tall Buildings
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Keywords
- multiple tuned mass dampers, high-rise buildings, structural vibration control, dynamic wind loads, higher mode response, multi-storey buildings
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