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Tuned mass-high damping rubber damper on a taut cable
Open accessAbstract
Due to their low intrinsic damping, stay cables in cable-stayed bridges are vulnerable to dynamic excitation. 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 attaching a traditionally mechanical damper near the anchorage. Although utilizing this type of damper demonstrates vibrating diminishment in cables, the approach is not the most effective method due to geometric constraints. Tuned Mass Damper (TMD) has been used to overcome the deficiency of the traditional mechanical damper since it can be mounted anywhere along a cable. This paper proposes a new type of damper called the Tuned Mass - High Damping Rubber (TM-HDR) damper for increasing damping ratio of the cable. Oscillation parameters of cable with an attached TM-HDR damper are investigated in detail using an analytical formulation of the complex eigenvalue problem. As a result, optimal parameters of the damper can be evaluated and selected in order to reduce vibrations of cable. In addition, this paper demonstrates the effects of TM-HDR damper by using an example.
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“Recently, Cu et al. [108] proposed a similar idea of combining a TMD with high damping rubber.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [108]
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Research works printed but not linked: 26
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Cited by
Sorted by citations
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
“[108] proposed a similar idea of combining a TMD with high damping rubber.”
Background
Metadata
- Authors
- Cu, V. H., Han, B., & Pham, D. H.
- Affiliations
- Beijing Jiaotong University (CN)
- Hanoi University of Civil Engineering (VN)
- Corresponding author
- Cu, Viet Hung
- Venue
- KSCE Journal of Civil Engineering
- Publisher
- Elsevier BV
- Published
- 2017-03
- Volume
- 21
- Issue
- 3
- Pages
- 928-936
- ISSN
- 1226-7988 (ISSN-L)
- OpenAlex
- W2462651226
- Cited by
- 20
- References
- 0
- Citations by year
- 2025: 2 · 2024: 2 · 2023: 1 · 2022: 5 · 2021: 2 · 2020: 3 · 2018: 4 · 2017: 1
- FWCI
- 2.27
- Type
- journal article
- Language
- en
- Open access
- hybrid
- doi.org
- Licence
- Locations
- KSCE Journal of Civil Engineering (publishedVersion, cc-by-nc-nd)
- 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
- tuned mass damper, stay cable vibration, cable-stayed bridges, damping ratio, complex eigenvalue problem, damper parameter optimization
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