Abstract
This paper deals with a new damping device for suppression of wind-induced cable vibrations. For the purpose of developing the new damping device using viscous-shear resisting force, model tests are carried out to examine the relationship between viscous-shear resisting force and parameters such as amplitude, velocity, and temperature. Cable vibration tests on a full-scale bridge are also performed. As a result, the effectiveness of the proposed damper is verified.
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