The DOI matches its Crossref record.
A tuned mass damper for suppressing the coupled flexural and torsional buffeting response of long-span bridges
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
“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 Lin et al. [161]
Citations
Cites
No references could be resolved yet.
Research works printed but not linked: 11
- Huffmann G, Freeman RA, Brown CW. Dao Khanong cable stayed bridge: tuned mass dampers in deck and pylon, Proceedings of International Conference on Cable Stayed Bridges, Bangkok, 1987:1485–93.
- Malhortra PK, Wieland M. Tuned mass damper for suppressing wind effects in a cable-stayed bridge, Proceedings of International Conference on Cable Stayed Bridges, Bangkok, 1987:557–68.
- Honda, 1993, Aerodynamic stability of Kansai international airport access bridge, Journal of Wind Engineering and Industrial Aerodynamics, 49, 533, 10.1016/0167-6105(93)90047-R · DOI
- Nobuto, 1988, A study on the effectiveness of TMD to suppress a coupled flutter of bridge deck, Journal of JSCE, October, 413
- Gu, 1992, Optimization of TMD for suppressing buffeting response of long-span bridges, Journal of Wind Engineering and Industrial Aerodynamics, 41–44, 1383, 10.1016/0167-6105(92)90146-2 · DOI · Paper page
- Peil, 1995, Aerodynamic stability analysis of cable-stayed bridges, Journal of Structural Engineering, ASCE, 121, 1784, 10.1061/(ASCE)0733-9445(1995)121:12(1784) · DOI
- Jain, 1996, Coupled flutter and buffeting analysis of long-span bridges, Journal of Structural Engineering, ASCE, 122, 716, 10.1061/(ASCE)0733-9445(1996)122:7(716) · DOI
- Miyata, 1990, Coupled flutter estimate of a suspension bridge, Journal of Wind Engineering and Industrial Aerodynamics, 33, 341, 10.1016/0167-6105(90)90049-I · DOI
- Tanaka, 1992, Coupled mode flutter analysis using flutter derivatives, Journal of Wind Engineering and Industrial Aerodynamics, 41-44, 1279, 10.1016/0167-6105(92)90135-W · DOI
- Scanlan, 1971, Airfoil and bridge deck flutter derivatives, Journal of Engineering Mechanics Division, ASCE, 97, 1717, 10.1061/JMCEA3.0001526 · DOI
- Gu, 1994, A practical method of TMD for suppressing wind-induced vertical buffeting of long-span cable-stayed bridges and its application, Journal of Wind Engineering and Industrial Aerodynamics, 51, 203, 10.1016/0167-6105(94)90004-3 · 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
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
Liu, S., Lu, Z., Li, P., Ding, S., & Wan, F. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2020.110531 · Cited by 80
Metadata
- Authors
- Lin, Y.-Y., Cheng, C.-M., & Lee, C.-H.
- Affiliations
- Tamkang University (TW)
- Corresponding author
- Lin, Yuh-Yi
- ORCID
- Lee, Chung-Hau
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 2000-09
- Volume
- 22
- Issue
- 9
- Pages
- 1195-1204
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W2049195415
- Cited by
- 78
- References
- 0
- Citations by year
- 2026: 1 · 2025: 3 · 2024: 4 · 2023: 4 · 2022: 4 · 2021: 6 · 2020: 6 · 2019: 3 · 2018: 2 · 2017: 7 · 2016: 4 · 2015: 5 · 2014: 2 · 2013: 3 · 2012: 4
- FWCI
- 7.75
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Engineering Structures (publishedVersion)
- Tamkang University Institutional Repository (TKUIR) (submittedVersion)
- Funders
- National Science Council
- 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
- tuned mass damper, buffeting response, long-span bridges, flexural-torsional coupling, aerodynamic coupling, flutter, critical speed, structural damping, damper design
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