Abstract
The use of viscous dampers to mitigate cable vibrations on cable-stayed bridges is very popular. A viscous damper attached to a stay cable results in complex mode shapes. Such complexity could affect the dynamic stability of the cable under wind action, yet it is neglected in conventional galloping analysis. A general framework to investigate the problem of galloping of a stay cable with an attached viscous damper is therefore developed. Aerodynamic forces on the complex modes are considered, including aeroelastic coupling between the modes. A numerical example for an ice-accreted stay cable with a damper shows that conventional galloping analysis overestimates the critical wind speed for galloping occurrence. The complexity of the mode shapes gives rise to the cable being more unstable than ignoring it by treating the mode shapes as real.
| Original language | English |
|---|---|
| Article number | 04017175 |
| Number of pages | 9 |
| Journal | Journal of Engineering Mechanics |
| Volume | 144 |
| Issue number | 2 |
| Early online date | 7 Dec 2017 |
| DOIs | |
| Publication status | Published - 1 Feb 2018 |
Keywords
- Galloping
- Complex mode
- Viscous damper
- Cable dynamics
- Cable-stayed bridges
- Quasi-steady theory
- Aeroelasticity
- Dynamic stability
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Profiles
-
Professor John H G Macdonald
- Department of Civil Engineering - Professor of Structural Dynamics
- Cabot Institute for the Environment
- Dynamics and Control
Person: Academic , Member