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Cited by 23Vibration Control and Rheological FluidsStructural Engineering and Vibration AnalysisVibration and Dynamic Analysis

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A stay cable with viscous damper and tuned mass damper

Cu, Viet Hung, Han, Bing·2015·Australian Journal of Structural Engineering
DOI 10.1080/13287982.2015.1092693
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Abstract

Stay cables in cable-stayed bridges are vulnerable to dynamic excitation because their intrinsic damping is very low. The cables have often been exhibiting undesirable and excessive vibrations which result in increasing maintenance frequency and disruption to normal operations of the entire bridges. Mitigation of undesired cable vibration can be achieved by attached damping devices, such as viscous damper, near the anchorage. Although viscous damper has shown effectiveness in reducing cable vibrations, it is not the most effective method due to geometric constraints. Tuned Mass Dampers (TMD) were proposed to overcome the deficiency of viscous damper because they can be placed anywhere along a cable. However, the drawback of TMD is its limitation in being only effective for a single-tuned vibration mode. This paper presents a hybrid damper system, combining a viscous damper and a TMD, to overcome the shortcoming of single type of dampers in order to improve effectiveness and robustness in suppressing cable vibration of cable-stayed bridges. Oscillation parameters of cable-damper system were investigated using an analytical formulation of the complex eigenvalue problem. An example is provided to demonstrate the effectiveness of the combination of a viscous damper and a TMD for cable vibration reduction.

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Research works printed but not linked: 25

  1. 10.1016/j.jweia.2013.10.009 · DOI
  2. 10.1061/(ASCE)0733-9445(2007)133:5(629) · DOI
  3. 10.1061/(ASCE)0733-9399(2007)133:10(1050) · DOI
  4. Carne T. G., 1981, Guy Cable Design and Damping for Vertical Axis Wind Turbines.
  5. 10.1016/j.jsv.2010.05.027 · DOI
  6. 10.1061/(ASCE)0733-9445(2008)134:2(269) · DOI
  7. 10.1007/978-4-431-54046-5 · DOI
  8. 10.1016/0167-6105(88)90179-1 · DOI
  9. 10.1061/(ASCE)0733-9399(2007)133:11(1241) · DOI
  10. 10.1061/(ASCE)1084-0702(2008)13:3(299) · DOI
  11. 10.1115/1.1322037 · DOI
  12. Kumarasena S., 2007, Wind-induced Vibration of Stay Cables
  13. 10.1061/(ASCE)0733-9399(2002)128:10(1062) · DOI
  14. 10.1061/(ASCE)0733-9399(2002)128:10(1072) · DOI
  15. 10.1016/0167-6105(92)90628-N · DOI
  16. 10.1061/(ASCE)0733-9445(1993)119:6(1961) · DOI
  17. PTI Guide Specification, 2001, Recommendations for Stay Cable Design, Testing and Installation
  18. Saito T., 1994, Proceedings of the International Conference on Cable-Stayed and Suspension Bridges (AFPC), 2, 507
  19. Tabatabai H., 1999, Tuned Dampers and Cable Fillers for Supperssion of Bridge Cable Vibrations
  20. 10.1061/(ASCE)1084-0702(2000)5:2(114) · DOI
  21. Wenzel H., 2006, Samco Monitoring Glossary
  22. 10.1016/j.engstruct.2006.07.009 · DOI
  23. 10.12989/sem.2009.32.6.741 · DOI
  24. 10.1260/1369-4332.17.2.265 · DOI
  25. 10.1002/stc.v21.6 · DOI

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Metadata

Authors
Cu, V. H., & Han, B.
Affiliations
Beijing Jiaotong University (CN)
Corresponding author
Cu, Viet Hung
ORCID
Venue
Australian Journal of Structural Engineering
Publisher
Informa UK Limited
Published
2015-10-30
Volume
16
Issue
4
Pages
316-323
ISSN
  • 1328-7982 (ISSN-L)
  • 2204-2261
DOI
10.1080/13287982.2015.1092693
OpenAlex
W2294424690
Cited by
23
References
0
Citations by year
2026: 4 · 2025: 3 · 2024: 1 · 2023: 2 · 2022: 4 · 2021: 1 · 2020: 1 · 2019: 2 · 2018: 1 · 2017: 2 · 2016: 2
FWCI
2.76
Type
journal article
Language
en
Open access
closed
Locations
Australian Journal of Structural Engineering (publishedVersion)
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
  • Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
  • Physical Sciences › Engineering › Mechanical Engineering › Vibration and Dynamic Analysis
Keywords
stay cables, cable vibration, cable-stayed bridges, viscous dampers, tuned mass damper, vibration suppression, complex eigenvalue problem, damping devices

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