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Local wind characteristics on bridge deck of twin-box girder considering wind barriers by large-scale wind tunnel tests

机译:大型风隧道试验考虑风障的双箱梁桥甲板的局部风特征

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摘要

Traffic accidents on bridges occur occasionally and have attracted the wide attention of the whole society as well as world. Therefore, researching and exploring the wind environment on bridge deck is a significant and urgent incident, which is able to provide crucial reference for vehicle driving safety. In this paper, the wind environments on the bridge deck of twin-box girder with large scale of 1:20.4 are investigated through wide-ranging wind tunnel tests. During the tests, multiple wind barriers with different heights, porosities and opening forms are considered precisely. Also, the wind environments of truss girder are studied and compared in the process of experiment. Eventually, after handling with the data, analyzing the figures and comparing with other test results, the most significant disciplines are as follows: The wind environments of twin-box girder and truss girder are fairly various; the power spectrum and the wind velocity of twin-box girder are much larger, and there is a lag at the wind velocity stabilization point of truss structure. At the same time, while the parameters of wind barriers change, lower porosity creates lower wind velocity and lower power spectrum. And the height of the wind barriers affects the wind profiles a lot on the windward lanes and lower power spectrum. In addition, the effects of the opening form on windproof and power spectrum are relatively limited.
机译:桥上的交通事故偶尔出现,并引起了整个社会和世界的广泛关注。因此,在桥梁甲板上研究和探索风环境是一个重要和紧急的事件,能够为车辆驾驶安全提供至关重要的参考。在本文中,通过宽范围的风洞测试研究了大规模为1:20.4的双箱梁桥的风环境。在测试期间,精确地考虑了具有不同高度,孔隙率和打开形式的多个风障。此外,在实验过程中研究并比较了桁架梁的风环境。最终,在处理数据后,分析数字并与其他测试结果相比,最重要的学科如下:双箱梁和桁架梁的风环境相当各种各样;双箱梁的功率谱和风速度大得多,桁架结构的风速稳定点存在滞后。同时,虽然风障变化的参数,较低的孔隙率产生较低的风速和较低的功率谱。风障的高度影响着挡风道和较低功率谱的批量曲线。此外,开口形式对防风和功率谱的影响相对有限。

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