The Proceedings of the Dynamics & Design Conference
Online ISSN : 2424-2993
2004
Session ID : 135
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135 Damping characteristics of bridge with newly developed vibration control
Toru OKADAKoichi HonkeKatsunori YasudaYoshikazu ShimizuTakeshi AbeTakahiro Osugi
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Abstract
This paper deals with a newly developed damper, called a keel damper, used to reduce bridge vibration caused by wind or vehicles passing over it. It was installed in two-girder bridge of span lengths 60m, and the vibration testing was carried out. The damping characteristic of the bridge was greatly improved by this damper. It was confirmed to have the high performance for not only first and but also second mode in which the frequency widely separated, moreover for minute vibration. As a result of investigating the temperature dependency of the performance, the characteristic agreed with the analysis comparatively well.
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© 2004 The Japan Society of Mechanical Engineers
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