An analytical model for assessing the dynamic performance of a taut cable attached with a viscous damper (VD) and a high-damping rubber damper (HDRD) is presented. The cable bending stiffness, which is commonly disregarded in the literature, was considered in this work and it was found that the bending stiffness contributes significantly to the cable's damping ratio. The damping ratio was highest for the first mode and gradually diminished for higher modes. The proposed model establishes a relationship between the damping ratio and damper parameters, including their locations, viscosity coefficients, spring stiffness factors and material loss factors. This enables determination of the optimal parameters of dampers such that maximum value of the total damping ratio of the cable–damper system can be obtained, providing a helpful tool in cable design.
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January 2025
Research Article|
December 31 2024
Damping ratio of stay cable attached with viscous damper and high-damping rubber damper Available to Purchase
Duy Thao Nguyen, PhD
;
Duy Thao Nguyen, PhD
Lecturer, Faculty of Road and Bridge Engineering, The University of Danang–University of Science and Technology, Danang, Vietnam
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Duy Hung Vo, PhD
;
Duy Hung Vo, PhD
Associate Professor, Faculty of Road and Bridge Engineering, The University of Danang–University of Science and Technology, Danang, Vietnam (corresponding author: vdhung@dut.udn.vn)
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Si Quanh Chau, MSc;
Si Quanh Chau, MSc
Lecturer, Bridge and Road Faculty, Danang Architecture University, Danang, Vietnam
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Cung Huy Nguyen, PhD
Cung Huy Nguyen, PhD
Lecturer, School of Science, Engineering and Environment, University of Salford, Manchester, UK
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Publisher: Emerald Publishing
Received:
July 05 2023
Accepted:
May 22 2024
Online ISSN: 1751-7702
Print ISSN: 0965-0911
Emerald Publishing Limited: All rights reserved
2025
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2025) 178 (1): 15–26.
Article history
Received:
July 05 2023
Accepted:
May 22 2024
Citation
Nguyen DT, Vo DH, Chau SQ, Nguyen CH (2025), "Damping ratio of stay cable attached with viscous damper and high-damping rubber damper". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 178 No. 1 pp. 15–26, doi: https://doi.org/10.1680/jstbu.23.00078
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