The DOI matches its Crossref record; 29 of the 29 references it cites were found in a registry or an index.
Experimental Research on the Effects of a Tuned Particle Damper on a Viaduct System under Seismic Loads
Abstract
This paper presents a preliminary design approach for tuned particle dampers for continuous viaducts. A series of shaking table tests of a 1/10-scale model bridge with and without tuned particle dampers was carried out to evaluate the performance of the system and verify the analysis method. An analytical energy method was established to simulate the behavior of the damper using a finite-element model. The experimental and computational results show that the preliminary design method proposed for tuned particle dampers can be a valuable tool in the application of particle damping in controlling the seismic response of bridges. A tuned particle damper can effectively reduce the seismic response of a continuous viaduct. One of the keys to the performance of a tuned particle damper is the excitation intensity. A tuned particle damper has a wider control frequency band than a single tuned mass damper or a single tuned liquid damper. The simplified method is effective in simulating the behavior of the damper using a finite-element model.
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“Yan et al. [78] showed the usefulness of tuned particle dampers on a scaled model of a continuous viaduct subjected to ground motions.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [78]
Citations
Cites
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Earthquake response of elastic SDF systems with non‐linear fluid viscous dampers
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Optimal Placement of Multiple Tune Mass Dampers for Seismic Structures
Chen, G., & Wu, J. (2001) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2001)127:9(1054 · Cited by 190
Research works printed but not linked: 4
- Comartin C. D., 1996, Seismic evaluation and retrofit of concrete buildings
- Kijewski T. and Kareem A. (1999). “Analysis of full-scale data from a tall building in Boston: Damping estimates.” Proc. 10th ICWE Vol. 1 British Library Board London 679684.
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Cited by
Sorted by citations
Particle impact dampers: Past, present, and future
Lu, Z., Wang, Z., Masri, S. F., & Lü, X. (2017) · Structural Control and Health Monitoring · doi:10.1002/stc.2058 · Cited by 291
Lu, Z., Chen, X., Zhang, D., & Dai, K. (2016) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.2826 · Cited by 189
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
“[78] showed the usefulness of tuned particle dampers on a scaled model of a continuous viaduct subjected to ground motions.”
BackgroundLu, X., Liu, Z., & Lu, Z. (2017) · Structural Control and Health Monitoring · doi:10.1002/stc.2033 · Cited by 115
Lu, Z., Chen, X., & Zhou, Y. M. (2017) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2017.05.048 · Cited by 99
Metadata
- Authors
- Yan, W., Xu, W., Wang, J., & Chen, Y.
- Affiliations
- Professor, College of Architecture and Civil Engineering, Beijing Univ. of Technology, 2-301 West Building of Architecture and Civil Engineering, Beijing 100124, China.
- Beijing University of Technology (CN)
- Corresponding author
- Xu, Weibing
- Venue
- Journal of Bridge Engineering
- Published
- 2014-03
- Volume
- 19
- Issue
- 3
- ISSN
- 1084-0702 (ISSN-L)
- 1943-5592
- OpenAlex
- W1965805191
- Cited by
- 54
- References
- 29
- Citations by year
- 2026: 4 · 2025: 6 · 2024: 5 · 2023: 7 · 2022: 4 · 2021: 4 · 2020: 7 · 2019: 4 · 2018: 5 · 2017: 5 · 2016: 2 · 2014: 1
- FWCI
- 2.17
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Bridge Engineering (publishedVersion)
- Funders
- National Natural Science Foundation of China
- 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
- seismic response control, shaking table test, energy method, damper design, excitation intensity, bridge vibration
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