国家体育场大跨度屋盖结构风场实测研究

罗尧治; 蔡朋程; 孙 斌; 童若飞;沈雁彬;王洽亲

振动与冲击 ›› 2012, Vol. 31 ›› Issue (3) : 64-68,7.

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振动与冲击 ›› 2012, Vol. 31 ›› Issue (3) : 64-68,7.
论文

国家体育场大跨度屋盖结构风场实测研究

  • 罗尧治; 蔡朋程; 孙 斌; 童若飞; 沈雁彬; 王洽亲
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Field measurements of wind characteristics on roof of the national stadium

  • LUO Yao-zhi, CAI Peng-cheng, SUN Bin, TONG Ruo-fei, Shen Yan-bin, WANG Qia-qin
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摘要

通过自主开发的基于无线传感技术的土木工程结构风场实测系统,对国家体育场大跨度屋盖上的风速风向进行了监测,获得了屋盖上的风场实测数据。经过对实测数据的分析,得到了平均风速和风向、阵风系数、湍流度以及脉动风速功率谱等风特性参数,分析结果表明大跨度屋盖上风场与自然来流特性存在较大差别,表现为非高斯特性明显﹑湍流度较大﹑脉动风速功率谱在较高频率处达到峰值﹑空间上不同点脉动特性相关度较弱;本文从实测角度上证明了大跨度屋盖结构不适用准定常假定。

Abstract

With the aid of measurement system which was self-developed based on Wireless Sensor Network, field measurements of wind characteristics were conducted on the roof of the National Stadium. Boundary layer wind characteristics such as mean wind speed and direction, turbulence intensity, gust factor and power spectrum density of longitudinal wind speed etc are revealed in this paper. Analysis results show that there are remarkable differences between the characteristics of the wind on the roof and the nature wind, which represent in high non-Gaussian characteristic, high turbulence, the peaks of the PSD function appeared in high frequency domain, and weak correlation among the oscillation of the different points in space; this paper proves that the theory of quasi-steady state is not applicable to the large-span roof structure .

关键词

现场实测 / 国家体育场 / 功率谱 / 湍流度

Key words

field measurement / the National Stadium / power spectrum / turbulence intensity

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罗尧治; 蔡朋程; 孙 斌; 童若飞;沈雁彬;王洽亲. 国家体育场大跨度屋盖结构风场实测研究[J]. 振动与冲击, 2012, 31(3): 64-68,7
LUO Yao-zhi;CAI Peng-cheng;SUN Bin;TONG Ruo-fei;Shen Yan-bin;WANG Qia-qin. Field measurements of wind characteristics on roof of the national stadium[J]. Journal of Vibration and Shock, 2012, 31(3): 64-68,7

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