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Study of Aerodynamic Interference Effects on Staggered Double Thin-Walled Hollow Pier

机译:交错式双薄壁空心墩气动干扰效应研究

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In order to investigate the aerodynamic interference effects between parallel bridges, the aerodynamic interference effects on aerostatic coefficients of double thin-walled hollow pier in the parallel continuous rigid frame bridges with high-pier and long-span were investigated in details by means of wind tunnel test. The tandem interval and side-byside interval between the two piers and wind direction angles were changed during the wind tunnel test to study the effects on aerodynamic interferences of aerostatic coefficients of twin piers. The test got aerostatic coefficients of 10 conditions. The research results have shown that the aerodynamic interference effects on aerostatic coefficients of double thin-walled hollow pier in parallel bridges can not be ignored. The tandem interval and side-by-side interval between the two piers and wind direction angles are important factors affecting interference effects. The drag coefficient, lateral force coefficient and torque coefficient are affected by these factors.
机译:为了研究平行桥之间的空气动力干扰效应,利用风洞法详细研究了气动连续干涉对高墩大跨度平行连续刚构桥中双薄壁空心墩空气静力系数的影响。测试。在风洞试验中,改变了两个墩的串联间隔和并排间隔以及风向角,以研究对双墩空气静力系数的空气动力干扰的影响。测试得到了10个条件的空气静力系数。研究结果表明,气动干扰对平行桥梁中双薄壁空心墩静力系数的影响不容忽视。两个桥墩之间的串联间隔和并排间隔以及风向角是影响干扰效果的重要因素。阻力系数,横向力系数和扭矩系数受这些因素影响。

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