期刊文献+

杭州市民中心风特性监测及风谱拟合 被引量:3

Analysis of Turbulent Wind Characteristic and Fitting of Fluctuating Wind Spectrum of Hangzhou Citizen Center
在线阅读 下载PDF
导出
摘要 通过对作用在杭州市民中心的自然脉动风进行长期连续监测,对湍流强度、阵风因子和湍流积分尺度的统计值进行分析研究。分别采用10 min和1 h的基本时距计算纵向和竖向脉动风速谱,基于各向同性湍流理论推导出横向脉动风速谱,并与经验风谱进行了比较。最后,对纵向和竖向常用的几种功率谱密度函数进行了拟合修正,提出了精度优于常用风谱的谱函数表达式。 Long time observation of natural wind imposed on Hangzhou Citizen Center was performed. The turbulence characteristics, including turbulence intensity, gust factor, integral length scales and wind spectrum, were summarized based on a large amount of measured data. Longitudinal and vertical wind spectrumare summarized based on the basic time-distance of 10 minutes and 1 hour, lateral wind spectrum were also summarized based on isotropic turbulence theory, the comparison to the experience wind spectrum was performed. Finally, the fitting curves of longitudinal and vertical wind spectrum were developed from the monitoring data, the fitting wind spectrum was improved with higher precision.
出处 《结构工程师》 2009年第2期108-114,123,共8页 Structural Engineers
基金 上海市青年科技启明星计划(B类)资助(07QB14044)
关键词 湍流强度 阵风因子 湍流积分尺度 脉动风速谱 风谱拟合 turbulence, intensity, gust, factor, integral length scale, fluctuation wind speed spectrum, wind spectrum fitting
  • 相关文献

参考文献14

  • 1Macdonald A J.Wind Loading on Buildings[M].London:John Wiley & Sons,1975.
  • 2埃米尔·希缪 罗伯特·H·斯坎伦 刘尚培 项海帆译.风对结构的作用--风工程导论[M].上海:同济大学出版社,1992.140-150.
  • 3Lumley J L,Panofsky H A.The structure of atmospheric turbulence[M].New York:Interscience publishers,1964.
  • 4Aadersen O J,Lovseth J.Gale force maritime wind,the Froya database,Part Ⅰ:sites and instrumentation,review of the database[J].Journal of Wind Engineering and Industrial Aerodynamics,1995,57:97-109.
  • 5Mcclintock J D,Pond G S,Dacidsonl W.Offshore wind gust climatologies,Sea Consult Limited,Report prepared for Atmospheric Environment[R].Service Canadian Climate Center Marine Applied Unit,1998.
  • 6Wills J A B,Grant A,Boyack C F.Offshore mean wind profile[R].Department of Energy,Offshore Technical Report,OTH86226,1986.
  • 7Sparks P R,Reid G T,Reid W D,et al.Wind conditions in hurricane Hugo by measurement,inference and experience[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,41-44:55-66.
  • 8Kato N,Ohukuma T,Kim J R,et al.Full scale measurements of wind velocity in two urban areas using an ultrasonic anemometer[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,41-44:67-78.
  • 9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
  • 10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

二级参考文献22

  • 1吴太成,强士中,陈东红.复杂大跨屋面脉动风压风洞试验研究[J].空气动力学学报,2004,22(3):325-331. 被引量:5
  • 2王存忠,曹文俊.天津市郊大气边界层湍谱特征分析[J].气象学报,1994,52(4):484-492. 被引量:17
  • 3项海帆 林志兴 等.公路桥梁抗风设计指南[M].北京:人民交通出版社,1996.52-55.
  • 4埃米尔.希缪 罗伯特.H.斯坎伦.风对结构的作用-风工程导论[M].同济大学出版社,1992..
  • 5王立治 章小平 等.城郊大气近地面层湍流特征的初步研究[J].大气科学,1985,9(1):11-17.
  • 6马耀明,王介民,刘巍,张庆荣,麦波强.南沙海域近海层大气湍流结构及输送特征研究[J].大气科学,1997,21(3):357-365. 被引量:29
  • 7Holmes JD.Wind Loading of Structures[M].London:Spon,2001.
  • 8Solari G,Piccardo G.Probabilistic 3-D turbulence modeling for gust buffeting cf structures[J].Probabilistic Engineering Mechanics,2001,16:73-86.
  • 9Flay RGJ,Stevenson DC.Integral length scales in strong winds below 20 m[J].Journal of Wind Engineering and Industrial Aerodynamics,1984,28:21-30.
  • 10Jeary AP.Damping in tall buildings,a mechanism and a predictor[J].Earthquake Engineering and Structural Dynamics,1986,14:773 -750.

共引文献212

同被引文献29

  • 1张克存,屈建军,俎瑞平,方海燕.戈壁风沙流结构和风速廓线特征研究[J].水土保持研究,2005,12(1):54-55. 被引量:56
  • 2张霭琛,陈家宜,林雪兰,崔艳.绿洲和戈壁近地层大气湍流结构[J].高原气象,1994,13(3):291-298. 被引量:5
  • 3穆桂金,陈冬梅.绿洲沉积特征及沉积模式[J].干旱区地理,2005,28(1):1-5. 被引量:8
  • 4冯瑞,吴发启,雷金银.利用PIV系统对防护林不同配置模式防护效益的研究[J].水土保持通报,2007,27(2):5-9. 被引量:6
  • 5Isyumov N, Fediw A, Colaco J, et al. Performance of a tall building under wind excitation [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1992:41-44.
  • 6Hayashida H ,lwasa, Y. Aerodynamic shape effects of tall building for vortex induced vibration [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1990 : 23-242.
  • 7Ilgin H E. A study on tall buildings and aerodynamic modifications against wind excitation [ D ]. Turkey: Middle East Technical University,2006.
  • 8Ilgin,H E, Gunel M H. The role of aerodynamic modifications in the form of tall buildings against wind excitation[ J ]. METU Journal of Architecture, 2007, 24(2) :17-25.
  • 9Kawai H. Effect of comer modifications on aeroelastic instabilities of tall buildings [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1998 : 719-729.
  • 10Irwin P A. Developing wind engineering techniques tooptimize design and reduce risk [ C ] // 7th UK Conference on Wind Engineering. Wind Engineering Society. ICE ,2006.

引证文献3

二级引证文献17

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