Estimating optimum parameters of tuned mass dampers using harmony search
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The dominant frequency of ground motion has a smaller effect on MTMD efficiency in suppressing structural acceleration response than in controlling displacement response.
“They also did that the dominant frequency of ground motion has little smaller effect on the efficiency of the MTMD in the case of suppressing the structural acceleration response in contrast with the case of controlling the displacement response.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Bekdaş and Nigdeli [132]
MTMD can be applied to structures with a controlled natural frequency less than the predominant earthquake frequency.
“Bekdaş and Nigdeli [132], Bekdaş and Nigdeli [153] represented that the dominant ground frequency and soil characteristics have important influences on the optimum parameters, effectiveness and stroke displacement of the MTMD; and the MTMD can be applied to the structures with the controlled natural frequency less than predominant earthquake frequency (Figure 10).”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Bekdaş and Nigdeli [132]
Dominant ground frequency and soil characteristics have important influences on the optimum parameters, effectiveness and stroke displacement of MTMD.
“Bekdaş and Nigdeli [132], Bekdaş and Nigdeli [153] represented that the dominant ground frequency and soil characteristics have important influences on the optimum parameters, effectiveness and stroke displacement of the MTMD; and the MTMD can be applied to the structures with the controlled natural frequency less than predominant earthquake frequency (Figure 10).”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Bekdaş and Nigdeli [132]
Cites
Parametric study and simplified design of tuned mass dampers
Rana, R., & Soong, T. T. (1998) · Engineering Structures · doi:10.1016/s0141-0296(97)00078-3 · Cited by 651 · see citing works
Optimal tuned mass damper for seismic applications and practical design formulas
Hoang, N., Fujino, Y., & Warnitchai, P. (2008) · Engineering Structures · doi:10.1016/j.engstruct.2007.05.007 · Cited by 382 · see citing works
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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 545 · see citing works
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 · see citing works
- Authors
- Bekdaş, G., & Nigdeli, S. M.
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 2011-09
- Volume
- 33
- Issue
- 9
- Pages
- 2716-2723
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W2065956111
- Cited by
- 259
- References
- 2
- Citations by year
- 2026: 8 · 2025: 19 · 2024: 22 · 2023: 27 · 2022: 23 · 2021: 19 · 2020: 26 · 2019: 13 · 2018: 18 · 2017: 25 · 2016: 14 · 2015: 14 · 2014: 13 · 2013: 15 · 2012: 2
- FWCI
- 28.60
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- Locations
- Engineering Structures (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic and Structural Analysis of Tall Buildings
- Keywords
- tuned mass damper, harmony search algorithm, seismic response, parameter optimization, metaheuristic optimization, seismic excitation, structural vibration control
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