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Wind characteristics in the high-altitude difference at bridge site by wind tunnel tests

机译:风隧道试验在桥田高空差异中的风特征

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With the development of economy and construction technology, more and more bridges are built in complex mountainous areas. Accurate assessment of wind parameters is important in bridge construction at complex terrain. In order to investigate the wind characteristics in the high-altitude difference area, a complex mountain terrain model with the scale of 1:2000 was built. By using the method of wind tunnel tests, the study of wind characteristics including mean wind characteristics and turbulence characteristics was carried out. The results show: The wind direction is affected significant by the topography, the dominant wind direction is usually parallel to the river. Due to the sheltering effect of the mountain near the bridge, the wind speed and wind attack angle along the bridge are both uneven which is different from that at flat terrain. In addition, different from flat terrain, the wind attack angle is mostly negative. The wind profiles obey exponential law and logarithmic law. And the fitting coefficient is consistent with the code which means that it is feasible to use the method of wind tunnel test to simulate complex terrain. As for turbulence characteristics, the turbulence intensity is also related to the topography. Increases sheltering effect of mountain increases the degree of breaking up the large-scale vortices, thereby increasing the turbulence intensity. Also, the value of turbulence intensity ratio is different from the recommended values in the code. The conclusions of this study can provide basis for further wind resistance design of the bridge.
机译:随着经济和施工技术的发展,越来越多的桥梁内置于复杂的山区。在复杂地形的桥梁施工中,对风参数的准确评估很重要。为了研究高空差异区域中的风特征,建造了一个复杂的山地地形模型,占地1:2000。通过使用风洞试验方法,进行了包括平均风特性和湍流特性的风特性的研究。结果表明:风向受到地形显着的影响,主导风向通常平行于河流。由于山上靠近桥梁的避难所,沿着桥梁的风速和风力发作角度都不均匀,这与平坦的地形不同。此外,不同于平坦的地形,风攻击角度大部分是负的。风概况遵循指数法律和对数法。拟合系数与代码一致,这意味着使用风洞测试方法是可行的,以模拟复杂地形。对于湍流特性,湍流强度也与地形有关。提高山区的庇护效果增加了破坏大规模扭转的程度,从而增加了湍流强度。此外,湍流强度比的值与代码中的推荐值不同。该研究的结论可以为进一步的桥梁设计提供基础。

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