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Tuned mass dampers for torsionally coupled systems
Abstract
The steady state response of a torsionally coupled system with tuned mass dampers (TMDs) to external wind-induced harmonic excitation is presented. The torsionally coupled system is considered as one-way eccentric system. The eccentricity considered in the system is accidental eccentricity only. The performance of single tuned mass damper (TMD) optimally designed without considering the torsion is investigated for the torsionally coupled system and found that the effectiveness of a single TMD is significantly reduced due to torsion in the system. However, the design of TMD system without considering the torsion is only justified for torsionally stiff systems. Further, the optimum parameters of a single TMD considering the accidental eccentricity are obtained using numerical searching technique for different values of uncoupled torsional to lateral frequency ratio and aspect ratio of the system. The optimally designed single TMD system is found to be less effective for torsionally coupled system in comparison to uncoupled system. This is due to the fact that a torsionally coupled system has two natural frequencies of vibration, as a result, at least two TMDs are required which can control both lateral and torsional response of the system. The optimum damper parameters of different alternate arrangements such as (i) two identical TMDs placed at opposite corners, (ii) two independent TMDs and (iii) four TMDs are evaluated for minimum response of the system. The comparative perfo…
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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
“The MTMD systems with a uniform propagation of natural frequencies were first proposed by Xu and Igusa [19] and then further investigated by Li and Liu [81]; Pansare and Jangid [147].”
MethodInfluential
Metadata
- Authors
- Pansare, A. P., & Jangid, R. S.
- ORCID
- Jangid, R.S.
- Venue
- Wind and Structures
- Publisher
- Techno-Press
- Published
- 2003-02-25
- Volume
- 6
- Issue
- 1
- Pages
- 23-40
- ISSN
- 1226-6116 (ISSN-L)
- OpenAlex
- W2029937669
- Cited by
- 18
- References
- 0
- Citations by year
- 2022: 1 · 2021: 1 · 2020: 1 · 2019: 1 · 2018: 2 · 2017: 1 · 2015: 3
- FWCI
- 3.21
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Wind and Structures (publishedVersion)
- DSpace (IIT Bombay) (submittedVersion)
- 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 › Mechanical Engineering › Vibration and Dynamic Analysis
- Keywords
- tuned mass damper, wind-induced vibration, accidental eccentricity, aspect ratio, structural vibration control
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- The paper
- Pansare, A. P., & Jangid, R. S. (2003). Tuned mass dampers for torsionally coupled systems. Wind and Structures. https://doi.org/10.12989/was.2003.6.1.023