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

机译:桥梁涡激振动和抖振的疲劳强度设计

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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.
机译:在相对较低的风速下会出现涡流引起的桥梁振动。大型桥梁有时会因涡流引起的振荡和抖振而经受大量的振荡循环。对于这些振动的疲劳强度设计成为大型桥梁设计的重要问题。为了合理地进行疲劳强度设计以产生涡流引起的振荡和抖振,我们将自然风的特征(即风向,风速和迎角)与桥梁空气动力学的特征放在一起。计算机使疲劳强度设计在多种情况下变得容易。在这项研究中,考虑到空气动力学响应会在大范围的风向中出现,我们提出了一种数值随机方法来计算涡旋引起的振荡和抖振的循环次数。

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