The paper presents a theoretical evaluation on modal damping of hybrid fiber reinforced polymer (FRP) cable with smart damper design in long-span cable-stayed bridge. The principles and design consideration of smart dampers were first clarified. Based on the energy principle, the theoretical equatio
Damping cable vibration for a cable-stayed bridge using adjustable fluid dampers
β Scribed by Y.L. Xu; H.J. Zhou
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 390 KB
- Volume
- 306
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
Passive fluid damper is one of most widely used control devices for damping vibration of stay cables in a cable-stayed bridge in practice. However, each stay cable features unique dynamic characteristics and requires a specific damper to achieve the best control performance, which engenders many troubles in manufacture, implementation and maintenance of dampers. This paper presents a new approach for damping vibration of stay cables in a cable-stayed bridge by using adjustable fluid dampers. The principle and main features of adjustable fluid dampers with shape memory alloy (SMA) actuators are first introduced. The solution of a taut cable with the adjustable fluid damper described by the Maxwell model is provided. A most favorable design principle is then proposed for selecting the least types of adjustable fluid dampers for damping vibration of a few hundreds stay cables in a cable-stayed bridge. A case study of stay cables in a super long span cable-stayed bridge is finally performed, demonstrating that only two types of adjustable fluid dampers are required for damping vibration of all stay cables in the bridge.
π SIMILAR VOLUMES
Signi"cant vibrations have been reported in stays of recently constructed cable stayed bridges. The vibrations appear as in-plane vibrations that may be caused by rain}windinduced aeroelastic interaction or by resonance excitation of the cables from the motion of the pylons. The stays of modern cabl