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Damping system for long‐span suspension bridges
A damping system targeting flutter instability motions of long‐span suspension bridges is presented. The damping system consists of four symmetrically located and equally tuned passive devices extracting energy from the structural system, based on the relative displacement between the pylons and the main suspension cables. Each device consists of a viscous damper and a spring in parallel, connecting the pylon to the suspension cable via a pretensioned cable. The tuning of the damping system is based on the asymptotic solution to a two‐component subspace approximation, using still‐air modes as input. It is shown that the simple tuning approach provides accurate results and that the damping system is capable of providing a relatively high amount of damping on the modes relevant for flutter. The efficacy of the damping system is illustrated numerically on a full aeroelastic model of a single‐span suspension bridge with and without midspan cable clamps, and it is found that the stability limit of both structural systems can be increased significantly. Also, the buffeting response is evaluated, and especially, the torsional response is lowered. Different device configurations are investigated by shifting the anchorage point on the pylon and on the suspension cable, and the influence of the flexible connecting cable is assessed. Finally, design considerations concerning spring deformations, pretensioning of the system, and in‐service displacements and forces are discussed.
Damping system for long‐span suspension bridges
A damping system targeting flutter instability motions of long‐span suspension bridges is presented. The damping system consists of four symmetrically located and equally tuned passive devices extracting energy from the structural system, based on the relative displacement between the pylons and the main suspension cables. Each device consists of a viscous damper and a spring in parallel, connecting the pylon to the suspension cable via a pretensioned cable. The tuning of the damping system is based on the asymptotic solution to a two‐component subspace approximation, using still‐air modes as input. It is shown that the simple tuning approach provides accurate results and that the damping system is capable of providing a relatively high amount of damping on the modes relevant for flutter. The efficacy of the damping system is illustrated numerically on a full aeroelastic model of a single‐span suspension bridge with and without midspan cable clamps, and it is found that the stability limit of both structural systems can be increased significantly. Also, the buffeting response is evaluated, and especially, the torsional response is lowered. Different device configurations are investigated by shifting the anchorage point on the pylon and on the suspension cable, and the influence of the flexible connecting cable is assessed. Finally, design considerations concerning spring deformations, pretensioning of the system, and in‐service displacements and forces are discussed.
Damping system for long‐span suspension bridges
Møller, Randi Nøhr (author) / Krenk, Steen (author) / Svendsen, Martin N. (author)
2019-12-01
23 pages
Article (Journal)
Electronic Resource
English
Damping Characteristics of Long-Span Suspension Bridges
| British Library Conference Proceedings | 1998
Earthquake Response of Long-Span Suspension Bridges
| NTIS | 1983
LONG‐SPAN SUSPENSION BRIDGES: A BRITISH APPROACH
| Wiley | 1980