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Field measurements of wind pressure on an open roof during Typhoons HaiKui and SuLi

机译:台风“海葵”和“苏力”期间露天屋顶风压的现场测量

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摘要

Full-scale measurements of wind action on the open roof structure of the WuXi grand theater, which is composed of eight large-span free-form leaf-shaped space trusses with the largest span of 76.79 m, were conducted during the passage of Typhoons HaiKui and SuLi. The wind pressure field data were continuously and simultaneously monitored using a wind pressure monitoring system installed on the roof structure during the typhoons. A detailed analysis of the field data was performed to investigate the characteristics of the fluctuating wind pressure on the open roof, such as the wind pressure spectrum, spatial correlation coefficients, peak wind pressures and non-Gaussian wind pressure characteristics, under typhoon conditions. Three classical methods were used to calculate the peak factors of the wind pressure on the open roof, and the suggested design method and peak factors were given. The non-Gaussianity of the wind pressure was discussed in terms of the third and fourth statistical moments of the measured wind pressure, and the corresponding indication of the non-Gaussianity on the open roof was proposed. The result shows that there were large pulses in the time-histories of the measured wind pressure on Roof A2 in the field. The spatial correlation of the wind pressures on roof A2 between the upper surface and lower surface is very weak When the skewness is larger than 0.3 and the kurtosis is larger than 3.7, the wind pressure time series on roof A2 can be taken as a non-Gaussian distribution, and the other series can be taken as a Gaussian distribution.
机译:无锡大剧院开放式屋顶结构上的风活动进行了全面测量,该大剧院由八个大跨度的自由形叶形空间桁架组成,最大跨度为76.79 m,是在台风海葵通过期间进行的和苏莉在台风期间,使用安装在屋顶结构上的风压监测系统连续不断地监测风压场数据。进行了详细的现场数据分析,以研究开放式屋顶上的波动风压特征,例如台风条件下的风压谱,空间相关系数,峰值风压和非高斯风压特征。采用三种经典方法计算了敞篷屋顶风压的峰值因子,并给出了建议的设计方法和峰值因子。根据测得的风压的第三和第四统计矩,讨论了风压的非高斯性,并提出了开放屋顶上非高斯性的相应指示。结果表明,在田间,在屋顶A2上测得的风压的时程中有大的脉冲。顶面A2上顶面和底面之间的风压在空间上的相关性非常弱。当偏度大于0.3且峰度大于3.7时,可以将顶面A2上的风压时间序列视为非高斯分布,其他序列可以视为高斯分布。

著录项

  • 来源
    《Wind & structures》 |2018年第1期|11-24|共14页
  • 作者单位

    Southeast Univ, Sch Civil Engn, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing, Jiangsu, Peoples R China;

    Southeast Univ, Sch Civil Engn, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing, Jiangsu, Peoples R China;

    Southeast Univ, Sch Civil Engn, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing, Jiangsu, Peoples R China;

    Missouri Univ Sci & Technol, Dept Civil Architectural & Environm Engn, Rolla, MO USA;

    Zhongnan Construct Grp Ltd Co, Haimen, Jiangsu, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    large-span roof; typhoon; full-scale measurements; peak wind pressure; wind pressure spectrum;

    机译:大跨度屋顶台风全面测量峰值风压风压谱;

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