• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 56 Issue 4
Jul.  2021
Turn off MathJax
Article Contents
DU Shubi, LI Mingshui, YANG Xiongwei. Effect of Turbulence Integral Scale on Fluctuating Wind Pressure and Its Distribution Characteristics on Rectangular Upwind Surface[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 769-776. doi: 10.3969/j.issn.0258-2724.20190677
Citation: DU Shubi, LI Mingshui, YANG Xiongwei. Effect of Turbulence Integral Scale on Fluctuating Wind Pressure and Its Distribution Characteristics on Rectangular Upwind Surface[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 769-776. doi: 10.3969/j.issn.0258-2724.20190677

Effect of Turbulence Integral Scale on Fluctuating Wind Pressure and Its Distribution Characteristics on Rectangular Upwind Surface

doi: 10.3969/j.issn.0258-2724.20190677
  • Received Date: 16 Jul 2019
  • Rev Recd Date: 01 Oct 2019
  • Available Online: 21 Oct 2019
  • Publish Date: 15 Aug 2021
  • In order to study the influence of turbulence integral scale on the fluctuating wind pressure and its distribution characteristics on the rectangular windward surface of a high-rise building, rectangular models with 2∶1 and 1∶2 width-depth ratios were put in a wind tunnel to obtain statistical features of wind pressure in turbulent flow fields with different integral scales for comparative analysis, including the mean wind pressure coefficient, root mean square coefficient, correlation coefficient and coherence function, and power spectrum of fluctuating wind pressure. Results are as follows: At the same height of the rectangular model in different turbulence flow fields, the wind pressure power spectrum is dominated by a quasi-steady effect in low-frequency regions, but it increases as the integral scale increases in high-frequency regions. The correlation and coherence of wind pressure increases with the integral scale increasing, and wind pressure is always more correlated than the turbulence flow. However, as the integral scale increases, the correlation width of wind pressure decreases, and the root mean square coefficient of fluctuating wind pressure increases. On the other hand, at different heights of the rectangular model in the same turbulence flow field, the farther away from the stagnation point, the smaller the wind pressure correlation function and coherence function, and the larger the root mean square coefficient of fluctuating wind pressure. In addition, the mean wind pressure coefficient is rarely affected by turbulence integral scale.

     

  • loading
  • FARELL C, IYENGAR A K S. Experiments on the wind tunnel simulation of atmospheric boundary layers[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 79(1/2): 11-35.
    KATO N, OHKUMA 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(1/2/3): 67-78.
    MAEDA J, MAKINO M. Power spectra of longitudinal and lateral wind speed near the ground in strong winds[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1988, 28(1/2/3): 31-40.
    SHU Z R, LI Q S. An experimental investigation of surface pressures in separated and reattaching flows:effects of freestream turbulence and leading-edge geometry[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2017, 165: 58-66. doi: 10.1016/j.jweia.2017.03.004
    ABUL F A, GREGORY A K. Mean pressure distributions and reattachment lengths for roof-separation bubbles on low-rise buildings[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2016, 155: 115-125. doi: 10.1016/j.jweia.2016.05.008
    MORRISON M J, KOPP G A. Effects of turbulence intensity and scale on surface pressure fluctuations on the roof of a low-rise building in the atmospheric boundary layer[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2018, 183: 140-151. doi: 10.1016/j.jweia.2018.10.017
    BEARMAN P W. Some measurements of the distortion of turbulence approaching a two-dimensional bluff body[J]. Journal of Fluid Mechanics, 1972, 53(3): 451-467. doi: 10.1017/S0022112072000254
    KAWAI, KATSURA J, ISHIZAKI H. Characteristics of pressure fluctuation on the windward wall of a tall building[C]//Proceedings of 5th International Conference on Wind Engineering. Colorado: Pergamon Press, 1980: 519-521
    HOLMES J D. Pressure fluctuations on a large building and along-wind structural loading[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1975, 1: 249-278. doi: 10.1016/0167-6105(75)90020-3
    MATSUI G, SUDA K, HIGUCHI K. Full-scale measurement of wind pressures acting on a high-rise building of rectangular plan[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1982, 10(3): 267-286. doi: 10.1016/0167-6105(82)90002-2
    曾加东,李明水,李少鹏. 矩形高层建筑顺风向脉动风荷载空间相关性[J]. 哈尔滨工业大学学报,2017,49(6): 150-155. doi: 10.11918/j.issn.0367-6234.201604087

    ZENG Jiadong, LI Mingshui, LI Shaopeng. Spatial correlation analysis of fluctuating along-wind loads on high-rise buildings with rectangular section[J]. Journal of Harbin Institute of Technology, 2017, 49(6): 150-155. doi: 10.11918/j.issn.0367-6234.201604087
    顾明,张建国. 高层建筑顺风向脉动荷载相干性研究[J]. 土木工程学报,2008,41(11): 18-22. doi: 10.3321/j.issn:1000-131X.2008.11.004

    GU Ming, ZHANG Jianguo. Coherence analysis of along-wind fluctuating loads on high-rise buildings[J]. China Civil Engineering Journal, 2008, 41(11): 18-22. doi: 10.3321/j.issn:1000-131X.2008.11.004
    HUNT J C R, KAWAI H, RAMSEY S R, et al. A review of velocity and pressure fluctuations in turbulent flows around bluff bodies[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1990, 35: 49-85. doi: 10.1016/0167-6105(90)90210-4
    LAVOIE P, DJENIDI L, ANTONIA R A. Effects of initial conditions in decaying turbulence generated by passive grids[J]. Journal of Fluid Mechanics, 2007, 585: 395-420. doi: 10.1017/S0022112007006763
    DJENIDI L, TARDU S F. On the anisotropy of a low-reynolds-number grid turbulence[J]. Journal of Fluid Mechanics, 2012, 702: 332-353. doi: 10.1017/jfm.2012.179
    HUNT J C R. A theory of turbulent flow round two-dimensional bluff bodies[J]. Journal of Fluid Mechanics, 1973, 61(4): 625-706. doi: 10.1017/S0022112073000893
    LAROSE G L, MANN J. Gust loading on streamlined bridge decks[J]. Journal of Fluids and Structures, 1998, 12(5): 511-536. doi: 10.1006/jfls.1998.0161
    DAVENPORT A G. The response of slender,line-like structures to a gusty wind[J]. Proceedings of the Institution of Civil Engineers, 1962, 23(3): 389-408. doi: 10.1680/iicep.1962.10876
    LI M, YANG Y, LI M, et al. Direct measurement of the sears function in turbulent flow[J]. Journal of Fluid Mechanics, 2018, 847(25): 768-785.
    LAROSE G L. The spatial distribution of unsteady loading due to gusts on bridge decks[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2003, 91(12/13/14/15): 1431-1443.
    李少鹏,李明水,马存明. 矩形断面抖振力展向相关性的试验研究[J]. 工程力学,2016,33(1): 39-46. doi: 10.6052/j.issn.1000-4750.2014.05.0458

    LI Shaopeng, LI Mingshui, MA Cunming. Experimental investigation of the span-wise correlation of buffeting forces on a rectangular section[J]. Engineering Mechanics, 2016, 33(1): 39-46. doi: 10.6052/j.issn.1000-4750.2014.05.0458
    DURBIN P A, HUNT J C R. On surface pressure fluctuations beneath turbulent flow round bluff bodies[J]. Journal of Fluid Mechanics, 1980, 100(1): 161-184. doi: 10.1017/S0022112080001061
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(11)  / Tables(2)

    Article views(616) PDF downloads(14) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return