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Control of response of structures with passive and active tuned mass dampers
Abstract
Tuned mass dampers (TMDs) and active tuned mass dampers (ATMDs) are control devices added in tall buildings to suppress the response of buildings in irregular external excitations such as earthquakes and wind. The performance of both passive and active damper systems can be assessed by parametric studies. This paper presents a brief description of the theory of passive and active tuned mass dampers. In this work, the effect of TMDs has been studied by changing the frequency ratio of the damper to the first mode of the structure. It was observed that the extra damping provided by TMDs, called effective damping, can primarily be obtained from design charts developed for this purpose. A 25‐storey building is designed and analysed using these charts as an example. The behaviour of a structure with an active tuned mass damper is investigated. The related parameters and equations of the active mass damper for the building are solved and its behaviour arising from external loads is studied. The conventional studies, which are based on white‐noise excitations, usually overestimate the performance of TMDs and ATMDs. Hence, in order to study the behaviour of a building with a TMD and an ATMD in real excitations, El‐Centro and Tabas earthquakes are selected. The results show a significant increase in the effect of TMD performance in controlling the structural displacements by using additional control devices. Copyright © 2002 John Wiley & Sons, Ltd.
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“1-By increasing the mass ratio of TMD to the building, the damping of the building increases linearly and also displacement of the structure reduces when the frequency of excitation is near to the fundamental frequency of the structure.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Rasouli and Yahyai [34]
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Research works printed but not linked: 9
- Abdel‐Rohman M, 1979, General approach to active structural control, Journal of Engineering Mechanics Division, ASCE, 105, 1007, 10.1061/JMCEA3.0002538 · DOI
- 10.1061/(ASCE)0733-9399(1983)109:3(691) · DOI
- James Chang CH, 1980, Structural control using active tuned mass dampers, Journal of Engineering Mechanics Division, ASCE, 106, 1091, 10.1061/JMCEA3.0002652 · DOI
- 10.1016/0141-0296(95)00035-6 · DOI · Paper page
- Soong TT, 1990, Active Structural Control: Theory and Practice
- Ung SS, 1978, Action control of building structures, Journal of the Engineering Mechanics Division, 104, 335, 10.1061/JMCEA3.0002335 · DOI
- 10.1061/(ASCE)0733-9445(1994)120:3(747) · DOI
- 10.1016/0141-0296(95)00108-8 · DOI
- 10.1061/(ASCE)0733-9399(1992)118:8(1612) · DOI
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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
- Rasouli, S. K., & Yahyai, M.
- Affiliations
- K. N. Toosi University of Technology (IR)
- Corresponding author
- Yahyai, M.
- Venue
- The Structural Design of Tall Buildings
- Publisher
- Wiley
- Published
- 2002-03
- Volume
- 11
- Issue
- 1
- Pages
- 1-14
- ISSN
- 1062-8002 (ISSN-L)
- 1099-1794
- OpenAlex
- W2057123401
- Cited by
- 26
- References
- 0
- Citations by year
- 2025: 1 · 2024: 2 · 2023: 3 · 2022: 2 · 2021: 1 · 2020: 1 · 2018: 2 · 2017: 2 · 2015: 1 · 2013: 5
- FWCI
- 1.80
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- The Structural Design of Tall 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
- tuned mass damper, active tuned mass damper, passive tuned mass damper, high-rise buildings, seismic response control, wind-induced response, frequency ratio, effective damping, design charts, El Centro earthquake, Tabas earthquake
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