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13Šª
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1994”N
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299-304•Å
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PROCEEDINGS OF NATIONAL SYMPOSIUM ON WIND ENGINEERING
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Masao HOSOMI, Kazuyoshi KOBA, Hiroshi KOBAYASHI
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EFFECT OF YAWED WIND ON VORTEX-INDUCED OSCILLATION OF BRIDGE GIRDER MODELS
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Wind tunnel test of a bridge is usually carried out in a wind normal to the bridge axis. This is because the static and dynamic wind effects on a bridge deck take place the maximum values when a wind is normal to a bridge deck. However, bridge motion is still observed for a yawed wind. The objective of this study is to investigate the effect of a yawed wind on vortex-induced oscillation of a bridge. A wind tunnel test using bridge girder models was carried out. Flow visualization was also carried out to investigate the flow pattern on a condition of a yawed wind. The test results indicated that the vortex-induced oscillation of the first bending mode still appeared in a high yawed angle. And, some different features were found between the response in a low yawed wind and in a high yawed wind.
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bridge girder model, yawed wind, vortex-induced oscillation
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