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.
Overview
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
In the citing paper
“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
A discrete numerical model for granular assemblies
Cundall, P. A., & Strack, O. D. L. (1979) · Géotechnique · doi:10.1680/geot.1979.29.1.47 · Cited by 17,527
Ce, G. (2020) · Cited by 2,415
Cundall, P. A. (1988) · International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts · doi:10.1016/0148-9062(88)92293-0 · Cited by 1,174
Juang, J.-N. (1994) · Medical Entomology and Zoology · Cited by 1,046
Rogers, S. C. (1995) · Control Engineering Practice · doi:10.1016/0967-0661(95)90004-7 · Cited by 645
Hart, R. D., Cundall, P. A., & de Lemos, J. V. (1988) · International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts · doi:10.1016/0148-9062(88)92294-2 · Cited by 608
(2006) · Springer eBooks · doi:10.1007/978-1-4020-5483-9 · Cited by 361
Energy dissipation during normal impact of elastic and elastic–plastic spheres
Wu, C., Li, L.-Y., & Thornton, C. (2005) · International Journal of Impact Engineering · doi:10.1016/j.ijimpeng.2005.08.007 · Cited by 264
Earthquake response of elastic SDF systems with non‐linear fluid viscous dampers
Lin, W., & Chopra, A. K. (2002) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.179 · Cited by 215
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.
- Penzien J., 1993, Dynamics of structures
- Soong T. T., 1996, Passive dissipation systems in structural engineering
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
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review
How to cite
Cite CoChat for the checks on this page, and the paper for its own findings.
- This page
- CoChat. (2026). Citation check: Experimental Research on the Effects of a Tuned Particle Damper on a Viaduct System under Seismic Loads. https://app.cochat.ai/papers/10.1061/(asce)be.1943-5592.0000525
- The paper
- Yan, W., Xu, W., Wang, J., & Chen, Y. (2014). Experimental Research on the Effects of a Tuned Particle Damper on a Viaduct System under Seismic Loads. Journal of Bridge Engineering. https://doi.org/10.1061/(asce)be.1943-5592.0000525
