Cited by 36Vibration Control and Rheological FluidsSeismic and Structural Analysis of Tall BuildingsSeismic Performance and Analysis

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Practical design issues of tuned mass dampers for torsionally coupled buildings under earthquake loadings

Ueng, Jin‐Min, Lin, Chi‐Chang, Wang, Jer‐Fu·2008·The Structural Design of Tall and Special Buildings

Abstract

In this study, a new design procedure was developed for reducing the dynamic responses of torsionally coupled buildings, particularly existing buildings, under bilateral earthquake excitations, by incorporating the vibration control effectiveness of passive tuned mass dampers (PTMDs) . Some practical design issues such as the optimal location for installation, movement direction and numbers of PTMD are considered in this study. The optimal parameters of the PTMD system are determined by minimizing the mean square displacement response ratio of the controlled degree of freedom between the building with and without PTMDs. In addition, parametric studies of the PTMD planar position and the detuning effect are undertaken to determine their influence on the response control efficacy. The numerical results from two typical multistory torsionally coupled buildings under bidirectional ground accelerations, recorded at the 1979 El Centro earthquake, verify that the proposed optimal PTMDs are more effective and more robust in reducing the building responses. Copyright © 2007 John Wiley & Sons, Ltd.

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Research works printed but not linked: 35

  1. 10.1002/eqe.4290230802 · DOI · Paper page
  2. 10.1002/eqe.4290240209 · DOI
  3. Asami T, 1991, Optimum design of dynamic absorbers for a system subjected to random excitation, JSME International Journal, 34, 218
  4. 10.1002/eqe.4290221002 · DOI · Paper page
  5. 10.1006/jsvi.1994.1341 · DOI · Paper page
  6. 10.12989/sem.1995.3.5.497 · DOI
  7. 10.1002/(SICI)1096-9845(199909)28:9<1041::AID-EQE853>3.0.CO;2-E · DOI
  8. 10.1002/(SICI)1096-9845(199703)26:3<307::AID-EQE639>3.0.CO;2-8 · DOI
  9. 10.1016/0167-6105(92)90619-L · DOI
  10. 10.1061/(ASCE)0733-9399(1984)110:11(1645) · DOI
  11. 10.1016/0141-0296(90)90002-A · DOI
  12. 10.1002/1096-9845(200009)29:9<1405::AID-EQE976>3.0.CO;2-4 · DOI
  13. 10.1002/eqe.128 · DOI · Paper page
  14. 10.1080/02533839.1994.9677600 · DOI
  15. LinCC UengJM WangJF.1995.Vibration control identification of MDOF structures with tuned mass damper. InInternational Conference on Structural Dynamics Vibration Noise and Control Vol. 2 Hong Kong;887–894.
  16. 10.1016/S0141-0296(98)00054-6 · DOI
  17. 10.1006/jsvi.2000.3188 · DOI
  18. 10.1061/(ASCE)1084-0702(2005)10:4(398) · DOI
  19. Luft RW., 1979, Optimal tuned mass dampers for buildings, Journal of Structural Division, ASCE, 105, 2766, 10.1061/JSDEAG.0005323 · DOI
  20. McNamara RJ., 1977, Tuned mass dampers for buildings, Journal of the Structural Division, ASCE, 103, 1785, 10.1061/JSDEAG.0004721 · DOI
  21. 10.1016/S0141-0296(00)00095-X · DOI
  22. 10.1139/l86-039 · DOI
  23. 10.1006/jsvi.1996.0449 · DOI
  24. 10.1061/(ASCE)0733-9445(1992)118:3(741) · DOI
  25. 10.1002/eqe.119 · DOI
  26. 10.1006/jsvi.1994.0367 · DOI
  27. Thornton CH, 1990, Taming structural vibrations, Civil Engineering, 60, 57
  28. UengJM LinCC.1996.Design and vibration control of passive tuned mass dampers for torsionally‐coupled buildings. InThird National Conference on Structural Engineering Vol. 3 Kenting Taiwan 1–3 September;2073–2082(in Chinese).
  29. UengJM LinCC ChenBR HuangTC.1998.Practical considerations in TMD design for vibration control of buildings. InSixth East Asia–Pacific Conference on Structural Engineering and Construction Taipei Taiwan 14–16 January.
  30. 10.1002/eqe.4290220603 · DOI
  31. 10.1016/j.ijsolstr.2005.02.042 · DOI · Paper page
  32. 10.1002/eqe.4290100304 · DOI
  33. 10.1002/eqe.4290020402 · DOI
  34. 10.1061/(ASCE)0733-9445(1994)120:3(747) · DOI
  35. Xu YL, 1992, Control of along‐wind response of structures by mass and liquid dampers, Journal of Engineering Mechanics, ASCE, 118, 20, 10.1061/(ASCE)0733-9399(1992)118:1(20) · DOI

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Metadata

Authors
Ueng, J., Lin, C., & Wang, J.
Affiliations
National Chung Hsing University (TW)
Corresponding author
Lin, Chi‐Chang
Venue
The Structural Design of Tall and Special Buildings
Publisher
Wiley
Published
2007-06-18
Volume
17
Issue
1
Pages
133-165
ISSN
  • 1541-7794 (ISSN-L)
  • 1541-7808
OpenAlex
W2047226676
Cited by
36
References
1
Citations by year
2026: 1 · 2025: 1 · 2023: 5 · 2022: 3 · 2021: 3 · 2020: 3 · 2019: 4 · 2018: 3 · 2017: 1 · 2016: 1 · 2015: 2 · 2013: 2 · 2012: 2
FWCI
4.17
Type
journal article
Language
en
Open access
closed
Locations
The Structural Design of Tall and Special Buildings (publishedVersion)
Funders
National Science Council
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 › Seismic Performance and Analysis
Keywords
tuned mass damper, passive vibration control, damper placement optimization, existing buildings, El Centro earthquake, multi-storey buildings

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