Damping cable vibration for a cable-stayed bridge using adjustable fluid dampers

• Published in: Journal of sound and vibration 2007-09, Vol.306 (1), p.349-360
• Main Authors: Xu, Y.L., Zhou, H.J.
• Format: Article
• Language: English
• Subjects: Applied sciences; Bridges; Buildings. Public works; Exact sciences and technology; Fundamental areas of phenomenology (including applications); Physics; Solid mechanics; Structural and continuum mechanics; Suspension bridges. Stayed girder bridges. Bascule bridges. Swing bridges; Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)
• ISSN: 0022-460X; 1095-8568
• DOI: 10.1016/j.jsv.2007.05.032

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.