期刊文献+

某低矮模型房屋实测风场和风压的相关性研究 被引量:7

Correlation Research of the Measured Wind Field and Wind Pressure of a Low-rise Building
在线阅读 下载PDF
导出
摘要 基于台风'菲特'影响下温州某低矮房屋的环境风场实测数据及该建筑物屋盖上的风压实测数据,对于风场特性和屋盖风压特性参数进行了计算分析.分析结果表明:随着平均时距的减小,平均风速最大值增大;湍流度随着平均风速的增大呈逐渐减小的趋势;建筑物屋面及屋面屋脊边缘处的平均风压均为较大的负压且脉动较大;根据风速和风压的变化趋势可以看出,风场风速与建筑物屋盖上风压呈现明显的相关性,进而在不同的时距条件下对风场风速与屋盖风压的相关性进行了分析,发现取5min为基本时距时风速与风压的相关性系数值较高,说明在确定结构的风荷载时取基本时距为5min更为合理. This paper presented the analysis results of the wind field characteristics and wind pressure of the roof on the basis of the measurement data of the roof obtained in an instrumented low-rise building, which sits in Wenzhou and was affected by the typhoon Fitow. The results reveal that, with the decrease of the average interval, the maximal average wind velocity increases; the turbulence intensity tends to de- crease with an increasing average wind velocity. Furthermore, the average wind pressure at the edge of the building roof and ridge is negative with large fluctuation. The variation tendencies of wind velocity and wind pressure show the obvious correlation between the velocity in wind field and wind pressure on the roof. The correlation analysis between the wind field characteristics and wind pressure on the roof was then conducted within different time intervals. The analysis results show that the wind velocity and wind pressure are correlated well at an average interval of 5 minutes, whieh indicates that the average interval of 5 minutes can he reasonably used to calculate the wind load.
出处 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2016年第5期70-78,共9页 Journal of Hunan University:Natural Sciences
基金 国家自然科学基金资助项目(51278190 51178180 51478179 51478366)~~
关键词 低矮房屋 风场 风压 相关性 low-rise building wind field wind pressure correlation
  • 相关文献

参考文献12

二级参考文献63

  • 1李方慧,倪振华,谢壮宁.POD方法在重建双坡屋盖风压场中的应用[J].工程力学,2005,22(S1):177-182. 被引量:8
  • 2李元齐,沈祖炎.本征正交分解法在曲面模型风场重构中的应用[J].同济大学学报(自然科学版),2006,34(1):22-26. 被引量:24
  • 3陈丽,李秋胜,吴玖荣,傅继阳,李正农,肖仪清.中信广场风场特性及风致结构振动的同步监测[J].自然灾害学报,2006,15(3):169-174. 被引量:20
  • 4肖仪清,孙建超,李秋胜.台风湍流积分尺度与脉动风速谱——基于实测数据的分析[J].自然灾害学报,2006,15(5):45-53. 被引量:46
  • 5LI Q S, WU J R, LIANG S G, et al. Full-scale measurements and numerical evaluation of wind-induced vibration of a 63-story reinforced concrete super tall building [ J ]. Engineering Structures, 2004,26 : 1779-1794.
  • 6LI Q s, FANG J Q, JEARY A P, et al. Full scale measurement of wind effects on tall buildings [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1998,74-76:741-750.
  • 7中华人民共和国建设部.GB5009-2001(2006年版)建筑结构荷载规范[S].北京:中国建筑工业出版社,2006.
  • 8李秋胜,胡尚瑜,黄建平,等.双坡屋面低矮房屋风荷载实测研究[C]//第14届全国结构风工程学术会议论文.北京:中国土木工程学会桥梁及结构工程分会风工程委员会,2009:743-747.
  • 9BIENKIEWICZ B, TAMURA Y. Proper orthogonal decom- position and reconstruction of multi-channel roof pressure [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1995,54:369-381.
  • 10HO T C E, DAVENPORT A G. Characteristic pressure dis- tribution shapes and load repetitions for the wind loading of low building roof panels [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1995,57(2/3):261-279.

共引文献202

同被引文献33

引证文献7

二级引证文献20

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部