The DOI matches its Crossref record; 1 of the 1 references it cites were found in a registry or an index.
Parametric study on multiple tuned mass dampers for buffeting control of Yangpu Bridge
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Buffeting response of bridges was mitigated because of the utilization of TMDs.
“These studies displayed that buffeting response of the bridges was mitigated because of the utilization of the TMDs.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Gu et al. [162]
Citations
Cites
Performance of Multiple Mass Dampers under Random Loading
Kareem, A., & Kline, S. (1995) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1995)121:2(348) · Cited by 306
Flagged first, then by citations
Research works printed but not linked: 9
- Gu, 1992, Optimization of TMD for suppressing buffeting response of long-span bridges, J. Wind Eng. Ind. Aerodyn., 42, 1383, 10.1016/0167-6105(92)90146-2 · DOI · Paper page
- Gu, 1994, Apractical method of passive TMD for suppressing wind-induced vertical buffeting of long-span cable-stayed bridges and its application, J. Wind Eng. Ind. Aerodyn., 51, 203, 10.1016/0167-6105(94)90004-3 · DOI
- T. Igusa, K. Xu, Vibration reduction characteristics of distributed tuned mass dampers, in: M. Petyt et al. (Eds.), Proceedings of the fourth International Conference on Recent Advances in Structural Dynamics, Southampton, USA, 1991, pp. 596–605.
- Abe, 1994, Dynamic characterization of multiple tuned mass dampers and some design formulas, Earthquake Eng. Struct. Dyn., 23, 813, 10.1002/eqe.4290230802 · DOI · Paper page
- Igusa, 1994, Vibration control using multiple tuned mass dampers, J. Sound Vib., 175, 491, 10.1006/jsvi.1994.1341 · DOI · Paper page
- Abe, 1995, Tuned mass dampers for structures with closely spaced natural frequencies, Earthquake Eng. Struct. Dyn., 24, 247, 10.1002/eqe.4290240209 · DOI
- Gu, 1993, Analysis of buffeting response and its control of the Yangpu Bridge, J. Tongji Univ., 21, 307
- Scanlan, 1971, Airfoil and bridge deck flutter derivatives, J. Eng. Mech. Div. ASCE, 97, 1717, 10.1061/JMCEA3.0001526 · DOI
- Scanlan, 1977, Motion of suspended bridge spans under gusty wind, J. Struct. Div. ASCE, 103, 1867, 10.1061/JSDEAG.0004726 · DOI
Cited by
Sorted by citations
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
Dai, J., Xu, Z.-D., & Gai, P.-P. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2019.109585 · Cited by 163
Application 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
Metadata
- Authors
- Gu, M., Chen, S. R., & Chang, C. C.
- Affiliations
- Tongji University (CN)
- Hong Kong University of Science and Technology (HK)
- Corresponding author
- Gu, Ming
- Venue
- Journal of Wind Engineering and Industrial Aerodynamics
- Publisher
- Elsevier BV
- Published
- 2001-09
- Volume
- 89
- Issue
- 11-12
- Pages
- 987-1000
- ISSN
- 0167-6105 (ISSN-L)
- OpenAlex
- W2066180001
- Cited by
- 92
- References
- 1
- Citations by year
- 2026: 4 · 2025: 4 · 2023: 4 · 2022: 4 · 2021: 3 · 2020: 4 · 2019: 5 · 2018: 2 · 2017: 5 · 2016: 3 · 2015: 5 · 2014: 3 · 2013: 5 · 2012: 3
- FWCI
- 13.11
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Wind Engineering and Industrial Aerodynamics (publishedVersion)
- Rare & Special e-Zone (The Hong Kong University of Science and Technology) (submittedVersion)
- Funders
- National Science Foundation
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Computational Mechanics › Fluid Dynamics and Vibration Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Keywords
- multiple tuned mass dampers, wind-induced vibration, damping ratio, mass ratio, control efficiency, bridge vibration control
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