期刊文献+

强风作用下超高层建筑风场特性的实测研究 被引量:18

Full-scale measurement-based investigation on wind field characteristics of super tall buildings under strong wind gusts
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摘要 为了获取在强风作用下超高层建筑的风场特性,基于风压测试基本原理,设计出了新型风压传感器。针对一超高层建筑设计了风场实测的实施方案,获得了超高层建筑顶部的风速风向纪录,记录了墙面六个测点的风压时程。基于高空风速风压同步实测结果,分别对实测场地的风速风向特征及墙面风压特征进行了分析。结果表明,特殊地形条件下的风速脉动不完全符合典型的风速谱,而且其概率密度函数有可能不符合高斯分布;在这种情况下的墙面风压也呈现出不同程度的非高斯特征,尤其是在分离流区域;脉动风压的空间相关性与风洞试验研究的结果具有相同的规律。 Based on basic principle of the wind pressure testing,a new type of wind pressure sensor was devised here in order to obtain the wind field characteristics of super tall buildings under strong wind gusts.An implementation scheme of full-scale measurement wind field on a super tall building was proposed.The wind velocity and directions on the top of the tall building were captured and moreover,the wind pressure time histories at six locations selected on the wall were recorded.Subsequently,the wind velocity and pressure data measured synchronously were analyzed so as to gain an insight into the characters of wind velocity,directions,and wind pressure.The results showed that the wind velocity fluctuations may be not consistent with the typical velocity spectra;likewise,the probability density functions(PDF) also may not be in obedience to the Gaussian distribution under the special terrain conditions;in this case,the wind pressure on the wall,especially in separated regions,also reveales non-Gaussian characters to different degree;the spatial correlation of the wind pressure fluctuations is in agreement with that obtained from wind tunnel tests.
出处 《振动与冲击》 EI CSCD 北大核心 2010年第5期62-68,77,共8页 Journal of Vibration and Shock
基金 国家自然科学基金资助项目(No.50578092)
关键词 强风 超高层建筑 全尺度实测 新型风压传感器 风压分布特征 相关性分析 strong wind gusts super tall buildings full-scale measurement wind field new type of wind pressure sensor characters of wind pressure distribution correlation analysis
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参考文献16

  • 1Matsui 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.
  • 2Ohkuma 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.
  • 3Kanda J, and Ohkuma T. Recent developments in full-scale wind pressure Measurements in Japan [J]. J. Wind Eng. Indust. Aerodyn. , 1990, 33:243-252.
  • 4Xu YL, Zhan S. Field measurements of Di Wang Tower during Typhoon York [J]. J. Wind Eng. Indust. Aerodyn. , 2001 , 89 : 73 - 93.
  • 5Li 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.
  • 6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.
  • 7李秋胜,等.沿海城市中心风场特性及香港国际金融中心风致振动现场实测[C].第十三届全国结构风工程学术会议论文集.2007.
  • 8申建红,李春祥.土木工程结构风场实测及新技术研究的进展[J].振动与冲击,2008,27(10):115-120. 被引量:7
  • 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.

二级参考文献17

  • 1陈政清,柳成荫,倪一清,王修勇,伏晓宁.洞庭湖大桥拉索风雨振中的风场参数[J].铁道科学与工程学报,2004,1(1):52-57. 被引量:12
  • 2陈政清.斜拉索风雨振现场观测与振动控制[J].建筑科学与工程学报,2005,22(4):5-10. 被引量:62
  • 3赵根宝.峰峰矿区近郊山区地形下风场规律研究[A]..第三届(1990)全国风工程及工业空气动力学学术会议论文售[C].,.52-S7.
  • 4MASON P J. Flow over the summit of an isolated hill. Boundary-Layer Meteorology, 37 (1986) 385 ~ 40.
  • 5OTtO Zeman, NIELS Otto Jensen. Modification of turbulence characteristics in flow over hills. Quart. J. R. Met. Soc 113(1987) 55 ~ 8O.
  • 6ANTONIOU I, ASIMAKOULOS D, FRAGOULIS A et al. Turbulence measurements on top of a steep hill. J. Wind Eng.Ind. Aerodyn, 39 (1992) 343 ~ 355.
  • 7HARSTVE1T K. Full scale measurements of gust factors and turbulence intensity and their relations in hilly terrain. J J.Wind Enu. Ind. Aerodvrl.61(1996"~ 1q5~~5.
  • 8SHIAU Bao-Shi. Velocity spectra and turbulence statistics at the northeastern coast of Taiwan under high - wind conditions. J.Wind Eng. Ind. Aerodyn,88(2000)139 ~ 151.
  • 9ASHCROFY J. The relationship between the gust ratio, terrain roughness, gust duration and the hourly mean wind speed. J.Wind Eng. Ind. Aerodyn,53(3)(1994)331 ~355.
  • 10王肇民.高耸结构的发展与展望[J].特种结构,2000,17(1):4-7. 被引量:13

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