期刊文献+

建筑物周围风致静压场的风洞试验及数值模拟 被引量:3

Wind tunnel test and numerical simulation of wind-induced static pressure field around a building
在线阅读 下载PDF
导出
摘要 在湍流中对一立方体模型周围的静压场进行风洞探测试验研究,并对该立方体进行计算流体动力学(CFD)数值模拟.与风洞试验结果的对比显示,CFD方法在静压场计算中的适用性良好.对足尺立方体结构和更多类型建筑物进行CFD计算.结果显示,各种类型建筑物的静压场分布型式较相似,可以使用相同的数学公式来描述不同类型建筑物静压场主要方向的分布规律,并推断静压场的边界.研究静压场的分布规律发现,建筑物周围近距离范围内有2条狭长地带能够用于快速测量参考静压,称为"静压走廊",通过一定方法可以确定其位置及走向. The static pressure field around a cube in turbulent flow was detected in wind tunnel, and com- putational fluid dynamics (CFD) numerical simulation was conducted. Comparison between the results from the computation and the wind tunnel test was performed, which indicated that the precision of CFD technology is enough to compute static pressure field distributions around buildings. Then the full-scale cube and more types of fuli-scale buildings were simulated by CFD method. Results show that static pres- sure distribution patterns of different buildings are similar. The same formulas can be given to describe main directions of static pressure fields around dissimilar buildings, and the boundaries are concluded. More investigations of static pressure fields reveal that there are two narrow strips of regions near a build- ing which can be used to quickly measure reference static pressure and so be named "static pressure corri- dor", and the method to find their positions and directions is proposed.
作者 罗尧治 孙斌
出处 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2013年第7期1148-1156,共9页 Journal of Zhejiang University:Engineering Science
基金 国家杰出青年科学基金资助项目(51025828) 国家自然科学基金资助项目(50978227)
关键词 风工程 风压 静压 风洞试验 计算流体动力学(CFD) 静压走廊 wind engineering wind pressure static pressure wind tunnel test computational fluiddynamics (CFD) static pressure corridor
  • 相关文献

参考文献13

二级参考文献67

  • 1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
  • 2贾青,杨志刚.不同收集口角度下模型风洞试验段流场的数值模拟与实验研究[J].实验流体力学,2007,21(1):93-96. 被引量:17
  • 3Matsui G, Suda K, Higuchi K. Full-scale measurement of wind pressures acting on a high-rise building of rectangular plan [J]. J. Wind Eng. Indust. Aerodyn. , 1982, 10: 267 - 286.
  • 4Ohkuma T, Marukawa H. Full-scale measurement of wind pressures and response accelerations of a high-rise building [J]. J. Wind Eng. Indust. Aerodyn. , 1991, 38: 185 - 196.
  • 5Kanda J, and Ohkuma T. Recent developments in full-scale wind pressure Measurements in Japan [J]. J. Wind Eng. Indust. Aerodyn. , 1990, 33:243-252.
  • 6Xu YL, Zhan S. Field measurements of Di Wang Tower during Typhoon York [J]. J. Wind Eng. Indust. Aerodyn. , 2001 , 89 : 73 - 93.
  • 7Li Q s, Xiao Y Q, Wong C K. Full-scale monitoring of typhoon effect on super tall building [ J]. J. Wind Eng. Indust. Aerodyn. , 2005, 20:697-717.
  • 8肖仪清,欧进萍,李朝,等.深圳帝王大厦台风特性与风致振动同步观测研究[C].第十二届全国结构风工程学术会议论文集,2005,792-797.
  • 9Chen J, Xu Y L. On modeling of typhoon-induced non-stationary wind speed for tall buildings [ J ]. The Structural Design of Tall and Special Buildings, 2004 ; 145 - 163.
  • 10Gurley K, Tognarelli M A, Kareem A. Analysis and simulation tools for wind engineering [ J ]. Prob. End. Mech, 1997,12(1) : 9-31.

共引文献136

同被引文献30

  • 1林郁,卓新.开敞式叉筒网壳风场数值模拟与受力分析[J].浙江大学学报(工学版),2004,38(9):1170-1174. 被引量:6
  • 2李元齐,田村幸雄,沈祖炎.球面壳体表面风压分布特性风洞试验研究[J].建筑结构学报,2005,26(5):104-111. 被引量:21
  • 3韩庆华,陈越,曾沁敏,刘锡良.大跨度球面网壳结构的风振系数研究[J].地震工程与工程振动,2007,27(1):38-45. 被引量:15
  • 4杨蓉.高层建筑屋顶风能利用研究[D].泉州:华侨大学,2011.
  • 5总参谋部.军用气象仪器检定规程[S].北京:解放军出版社,2013.
  • 6中国气象局.QX/T84-2007气象低速风洞性能测试规范[S].北京:气象出版社,2007.
  • 7总装备部.测量不确定度的表示及评定[S].北京:解放军出版社,1999.
  • 8姜明波,杜智涛,魏洪峰.军用气象仪器检定规程[S].北京:解放军出版社,2013.
  • 9中国气象局.湿度查算表[M].北京:气象出版社,1980.
  • 10Taylar D. Using buildings to harvest wind energy[J]. Build.ing Research&Information,1998,26(3): 199-202.

引证文献3

二级引证文献8

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