Fatigue strength design for vortex-induced oscillation and buffeting of a bridge

被引:14
|
作者
Hosomi, M
Kobayashi, H
Nitta, Y
机构
[1] Komai TEkko Inc, Bridge Res Dept, Matsudo, Chiba 270, Japan
[2] Ritsumeikan Univ, Dept Civil Engn, Kusatsu 525, Japan
关键词
bridge; vortex-induced oscillation; buffeting; fatigue design;
D O I
10.1016/S0167-6105(97)00075-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Vortex-induced oscillation of bridges appears at relatively low wind speed. Large bridges are sometimes subjected to a large number of oscillation cycles by vortex-induced oscillation and buffeting. Fatigue strength design for these oscillations becomes an important problem for the design of a large bridge. To execute fatigue strength design reasonably for vortex-induced oscillation and buffeting, we put the characteristics of natural wind (i.e. wind direction, wind speed, and angle of attack) and the characteristics of bridge aerodynamics together. A computer makes fatigue strength design easy under several conditions. In this study, we propose a numerical stochastic method to calculate the number of cycles of vortex-induced oscillation and buffeting, considering that aerodynamic responses appear in a wide range of wind direction.
引用
收藏
页码:227 / 237
页数:11
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