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Experimental investigation on dynamic characterization and seismic control performance of a TLPD system
Abstract
Summary: The tuned liquid damper (TLD) and particle damper (PD) have been used as effective passive vibration absorbers to suppress undesirable structural vibrations induced by dynamic loads such as earthquake and strong winds. In this paper, through an integrated use of the TLD and PD, a new damper system named the tuned liquid particle damper (TLPD) was developed. The dynamic characteristics of TLPD in terms of tuning conditions and transfer functions were investigated through a series of shaking table tests. Nonlinear behaviors of TLPD in the frequency domain were discussed, and a preliminary framework was applied in the design of a five‐story steel frame building model using shaking table tests. Testing results confirmed the workability of the preliminary design framework as the primary structure is subjected to earthquake loadings. Performances of different TLPD‐structure systems were summarized from these testing programs. One of observations is that the TLPD system worked as a modified TLD in this study. The testing programs provide proof‐of‐concept results for this proposed vibration absorber.
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“Dai et al. [65] presented a passive vibration control device, Tuned Liquid Particle Damper (TLPD), which integrates the conventional TLD and PD features as demonstrated in Fig. 5. The nonlinear performance of the TLPD was investigated by installing it in a 5 -story steel frame building subjected to dynamic motions.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [65]
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Cited by
Sorted by citations
Seismic response mitigation of a wind turbine tower using a tuned parallel inerter mass system
Zhang, R., Zhao, Z., & Dai, K. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2018.11.020 · Cited by 273
Self-citationInvited 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
“[65] presented a passive vibration control device, Tuned Liquid Particle Damper (TLPD), which integrates the conventional TLD and PD features as demonstrated in Fig.”
BackgroundMethod
Metadata
- Authors
- Dai, K., Wang, J., Mao, R., Lu, Z., & Chen, S.
- Affiliations
- Tongji University (CN)
- University of North Carolina at Charlotte (US)
- Corresponding author
- Lu, Zheng
- Venue
- The Structural Design of Tall and Special Buildings
- Publisher
- Wiley
- Published
- 2016-12
- Volume
- 26
- Issue
- 7
- ISSN
- 1541-7794 (ISSN-L)
- 1541-7808
- OpenAlex
- W2558550450
- Cited by
- 53
- References
- 1
- Citations by year
- 2026: 2 · 2025: 4 · 2024: 4 · 2023: 2 · 2022: 2 · 2021: 1 · 2020: 5 · 2019: 1 · 2018: 21 · 2017: 11
- FWCI
- 14.95
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- The Structural Design of Tall and Special Buildings (publishedVersion)
- Funders
- National Natural Science Foundation of China (51478361)
- 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 › Structural Engineering and Vibration Analysis
- Keywords
- tuned liquid damper, particle dampers, passive vibration control, seismic control, structural vibration control, shaking table test, transfer function, steel frame buildings, earthquake response, damper tuning
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