The DOI matches its Crossref record; 2 of the 2 references it cites were found in a registry or an index.
Particle swarm optimization of TMD by non‐stationary base excitation during earthquake
Abstract
There are many traditional methods to find the optimum parameters of a tuned mass damper (TMD) subject to stationary base excitations. It is very difficult to obtain the optimum parameters of a TMD subject to non‐stationary base excitations using these traditional optimization techniques. In this paper, by applying particle swarm optimization (PSO) algorithm as a novel evolutionary algorithm, the optimum parameters including the optimum mass ratio, damper damping and tuning frequency of the TMD system attached to a viscously damped single‐degree‐of‐freedom main system subject to non‐stationary excitation can be obtained when taking either the displacement or the acceleration mean square response, as well as their combination, as the cost function. For simplicity of presentation, the non‐stationary excitation is modeled by an evolutionary stationary process in the paper. By means of three numerical examples for different types of non‐stationary ground acceleration models, the results indicate that PSO can be used to find the optimum mass ratio, damper damping and tuning frequency of the non‐stationary TMD system, and it is quite easy to be programmed for practical engineering applications. Copyright © 2008 John Wiley & Sons, Ltd.
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Cited by
Seismic control of single‐degree‐of‐freedom structure using tuned viscous mass damper
Ikago, K., Saito, K., & Inoue, N. (2012) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.1138 · Cited by 782
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Elias, S., & Matsagar, V. (2017) · Annual Reviews in Control · doi:10.1016/j.arcontrol.2017.09.015 · Cited by 556
Estimating optimum parameters of tuned mass dampers using harmony search
Bekdaş, G., & Nigdeli, S. M. (2011) · Engineering Structures · doi:10.1016/j.engstruct.2011.05.024 · Cited by 259
Particle swarm optimization of tuned mass dampers
Leung, A. Y. T., & Zhang, H. (2009) · Engineering Structures · doi:10.1016/j.engstruct.2008.11.017 · Cited by 259
Self-citationApplication 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
“Vibration control techniques can broadly arrange into four major groups based on their operational mechanism [8-10].”
Background
Metadata
- Authors
- Leung, A. Y. T., Zhang, H., Cheng, C. C., & Lee, Y. Y.
- Venue
- Earthquake Engineering & Structural Dynamics
- Publisher
- Wiley
- Published
- 2008-04-17
- Volume
- 37
- Issue
- 9
- Pages
- 1223-1246
- ISSN
- 0098-8847 (ISSN-L)
- 1096-9845
- OpenAlex
- W1965828894
- Cited by
- 166
- References
- 2
- FWCI
- 18.39
- Type
- journal article
- Language
- en
- Open access
- closed
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