๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Vibrational damper for cables of the Tsurumi Tsubasa Bridge

โœ Scribed by Haruo Takano; Masafumi Ogasawara; Noboru Ito; Tetsuhiro Shimosato; Katsuaki Takeda; Takuya Murakami

Book ID
108410258
Publisher
Elsevier Science
Year
1997
Tongue
English
Weight
483 KB
Volume
69-71
Category
Article
ISSN
0167-6105

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Damping cable vibration for a cable-stay
Damping cable vibration for a cable-stayed bridge using adjustable fluid dampers
โœ Y.L. Xu; H.J. Zhou ๐Ÿ“‚ Article ๐Ÿ“… 2007 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 390 KB

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 tro

Optimal design of viscous dampers for mu
Optimal design of viscous dampers for multi-mode vibration control of bridge cables
โœ X.Y. Wang; Y.Q. Ni; J.M. Ko; Z.Q. Chen ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 610 KB

Viscous dampers have been widely used for mitigating rain-wind-induced vibration of bridge stay cables. Designing a damper with optimal damping in a specific mode may leave the cable susceptible to vibration in other modes, and it is almost impossible to specify a priori the dominant mode in which o

Modal damping evaluation of hybrid FRP c
Modal damping evaluation of hybrid FRP cable with smart dampers for long-span cable-stayed bridges
โœ Xin Wang; Zhishen Wu ๐Ÿ“‚ Article ๐Ÿ“… 2011 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 553 KB

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