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首页> 外文期刊>Advances in Structural Engineering >Effects of central stabilizing barriers on flutter performances of a suspension bridge with a truss-stiffened deck under skew winds
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Effects of central stabilizing barriers on flutter performances of a suspension bridge with a truss-stiffened deck under skew winds

机译:偏风作用下中央稳定屏障对桁架加劲的悬索桥颤振性能的影响

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摘要

To improve the flutter performance of a suspension bridge with a 1088-m-span truss-stiffened deck, the aerodynamic measures of upper and lower central stabilizing barriers were investigated at first via wind tunnel tests of sectional model under the normal wind condition. The yaw wind effect on the flutter performance of the bridge with the above aerodynamic measures was then examined via a series of wind tunnel tests of oblique sectional models. The test results show that the effect of the lower central stabilizing barrier on the flutter critical wind speed is remarkably different from that of the upper central stabilizing barrier for both the normal and skew wind cases. The inclination angle +3 degrees is the most unfavorable inclination angle to the flutter performance of the truss-stiffened suspension bridge no matter whether the aerodynamic control measures are adopted or not. Furthermore, for most cases, the lowest flutter critical wind speed occurs when the incident wind deviates from the normal direction of the bridge span by a small yaw angle between 5 degrees and 10 degrees.
机译:为提高跨度为1088 m的桁架加劲桥的悬索桥的颤振性能,首先通过截面模型在正常风况下的风洞试验研究了上下中央稳定障碍的空气动力学措施。然后,通过一系列斜截面模型的风洞试验,研究了采用上述空气动力学措施对桥梁颤振性能的偏航影响。测试结果表明,在正常和偏风情况下,下部中央稳定挡板对颤振临界风速的影响与上部中央稳定挡板的影响显着不同。倾斜角+3度是对桁架加劲的悬索桥的颤振性能最不利的倾斜角,无论是否采用空气动力学控制措施。此外,在大多数情况下,当入射风偏离桥梁跨度的法线方向偏离5度到10度之间的较小偏航角时,会出现最低的颤动临界风速。

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