�@ Œf�ÚŽGŽ��i˜a�j�F •—�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W Vol�F 13Šª ”N�F 1994”N •Å�F 299-304•Å ’˜ŽÒ�i˜a�j�F �׌© ‰ë�¶�C�@–Ø�ê�@˜a‹`�C�@�¬—Ñ�@�hŽm ƒ^ƒCƒgƒ‹�i˜a�j�F ’·•ûŒ`’f–Ê‹´Œ…‚̉Q—ã�k‚ɑ΂·‚é•—ŒüŠp‚̉e‹¿ �´˜^�i˜a�j�F
- ƒL�[ƒ��[ƒh�i˜a�j�F - Œf�ÚŽGŽ��i‰p�j�F PROCEEDINGS OF NATIONAL SYMPOSIUM ON WIND ENGINEERING ’˜ŽÒ�i‰p�j�F Masao HOSOMI, Kazuyoshi KOBA, Hiroshi KOBAYASHI ƒ^ƒCƒgƒ‹�i‰p�j�F EFFECT OF YAWED WIND ON VORTEX-INDUCED OSCILLATION OF BRIDGE GIRDER MODELS �´˜^�i‰p�j�F
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. ƒL�[ƒ��[ƒh�i‰p�j�F bridge girder model, yawed wind, vortex-induced oscillation ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W