The DOI matches its Crossref record; 2 of the 2 references it cites were found in a registry or an index.
Experimental and analytical study on the performance of particle tuned mass dampers under seismic excitation
Abstract
Summary: A particle tuned mass damper (PTMD), which is a creative integration of a traditional tuned mass damper and an efficient particle damper in the vibration control area, is proposed. This paper presents a comprehensive study that involves experimental, analytical, and computational approaches. The vibration control effects of a PTMD that is attached to a five‐story steel frame under seismic input are investigated by a series of shaking table tests. The influence of some parameters (auxiliary mass ratio, gap clearance, mass ratio of particles to the total auxiliary mass, frequency characteristics, and amplitude level of the input) is explored, and the performance of the PTMD with/without buffered material is compared. The experimental results show that the PTMD can achieve significant damping effects under seismic excitations, and the bandwidth of the suppression frequency is expanded, showing the device's robustness and control efficiency. In addition, an approximately analytical solution that is based on the concept of an equivalent single‐particle damper is presented, and the method to determine the corresponding system parameters is introduced. A comparative study between experimental and numerical results is conducted to verify the feasibility and accuracy of this analytical model. Copyright © 2016 John Wiley & Sons, Ltd.
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Citations
Cites
Dynamic response and optimal design of structures with large mass ratio TMD
De Angelis, M., Perno, S., & Reggio, A. (2012) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.1117 · Cited by 239
Yan, W., Xu, W., Wang, J., & Chen, Y. (2014) · Journal of Bridge Engineering · doi:10.1061/(asce)be.1943-5592.0000525 · Cited by 54
Cited by
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
Particle impact dampers: Past, present, and future
Lu, Z., Wang, Z., Masri, S. F., & Lu, X. (2018) · Structural Control and Health Monitoring · doi:10.1002/stc.2058 · Cited by 285
Self-citationDai, J., Xu, Z.-D., & Gai, P.-P. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2019.109585 · Cited by 163
Invited Review: Recent developments in vibration control of building and bridge structures
Ghaedi, K., Ibrahim, Z., Adeli, H., & Javanmardi, A. (2017) · Journal of Vibroengineering · doi:10.21595/jve.2017.18900 · Cited by 146
“[67] proposed a particle TMD based on the synthesis of the particle dampers and TMDs.”
BackgroundWang, J., Wierschem, N. E., Wang, B., & Spencer, B. F. (2020) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1692 · Cited by 62
Metadata
- Authors
- Lu, Z., Chen, X., Zhang, D., & Dai, K.
- Venue
- Earthquake Engineering & Structural Dynamics
- Publisher
- Wiley
- Published
- 2016-11-07
- Volume
- 46
- Issue
- 5
- Pages
- 697-714
- ISSN
- 0098-8847 (ISSN-L)
- 1096-9845
- OpenAlex
- W2552736997
- Cited by
- 186
- References
- 2
- FWCI
- 30.35
- Type
- journal article
- Language
- en
- Open access
- closed
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- Lu, Z., Chen, X., Zhang, D., & Dai, K. (2017). Experimental and analytical study on the performance of particle tuned mass dampers under seismic excitation. Earthquake Engineering & Structural Dynamics. https://doi.org/10.1002/eqe.2826
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