The DOI matches its Crossref record; 1 of the 1 references it cites were found in a registry or an index.
Practical design issues of tuned mass dampers for torsionally coupled buildings under earthquake loadings
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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“The result shows that the response control for two PTMDs installed in two orthogonal directions produced a better performance than one PTMD installed in a weaker direction when both cases had the same total PTMD mass.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [66]
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Cites
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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
Metadata
- Authors
- Ueng, J., Lin, C., & Wang, J.
- Affiliations
- National Chung Hsing University (TW)
- Corresponding author
- Lin, Chi‐Chang
- ORCID
- 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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