• 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 55 Issue 4
Jul.  2020
Turn off MathJax
Article Contents
ZENG Jiadong, LI Mingshui, ZHANG Zhitian, CAO Baozhu. Separation-Reattachment Flows Characteristics of Rectangular High-Rise Buildings with Different Side Ratios[J]. Journal of Southwest Jiaotong University, 2020, 55(4): 780-788. doi: 10.3969/j.issn.0258-2724.20190259
Citation: ZENG Jiadong, LI Mingshui, ZHANG Zhitian, CAO Baozhu. Separation-Reattachment Flows Characteristics of Rectangular High-Rise Buildings with Different Side Ratios[J]. Journal of Southwest Jiaotong University, 2020, 55(4): 780-788. doi: 10.3969/j.issn.0258-2724.20190259

Separation-Reattachment Flows Characteristics of Rectangular High-Rise Buildings with Different Side Ratios

doi: 10.3969/j.issn.0258-2724.20190259
  • Received Date: 09 Apr 2019
  • Rev Recd Date: 22 Jul 2019
  • Available Online: 15 Jun 2020
  • Publish Date: 01 Aug 2020
  • To study the influents of turbulence characteristics, side ratio, and spatial position on the separation-reattachment flows of rectangular high-rise buildings, Firstly, the measured data of surface pressure under different conditions were obtained by synchronous pressure tests of rectangular building models with different side ratios. Secondly, various factors affecting the evolution of the three-dimensional separation-reattachment flows and the mean separation length of rectangular high-rise buildings were analyzed, the intrinsic correlation between the unsteady aerodynamic forces and the separation-reattachment flows of rectangular buildings under large-scale turbulences was discussed. Finally, the mean separation lengths in the vertical direction were given quantitatively. The results show that the ratio of the turbulence integral scale to the feature size of the building affects the test accuracy of separation-reattachment flows and aerodynamic characteristics, with a maximum deviation of about 24%. The interference of incoming turbulence causes the curvature of the separated shear layers to increase, and enhances the entrainment of the uniform-shear flows in the separation zone, the stable reattachment will occur when the side ratio is 2. The mean separation length of the rectangular high-rise building gradually increases in the vertical direction, correction suggestions for predicting the lateral wind pressure of high-rise buildings are also given based on the test results.

     

  • loading
  • 全涌,曹会兰,顾明. 高层建筑横风向风效应研究综述[J]. 同济大学学报,2010,38(6): 810-818.

    QUAN Yong, Cao Huilan, GU Ming. Cross-wind effect of high-rise buildings:state of art[J]. Journal of Tongji University, 2010, 38(6): 810-818.
    YANG Qinshan, GAO Rong, BAI Fan, et al. Damage to buildings and structures due to recent devastating wind hazards in East Asia[J]. Natural Hazards, 2018, 92(6): 1-33.
    董欣,赵昕,丁洁民,等. 矩形高层建筑表面风压特性研究[J]. 建筑结构学报,2016,37(1): 116-124.

    DONG Xin, ZHAO Xin, DING Jiemin, et al. Wind pressure characteristics on a high-rise building with rectangular section[J]. Journal of Building Structures, 2016, 37(1): 116-124.
    YANG Y, LI M S, MA C M, LI S P. Experimental investigation on the unsteady lift of an airfoil in a sinusoidal streamwise gust[J]. Physics of Fluids, 2017, 29(5): 051703.1-051703.6.
    VICKERY B. J. Fluctuating lift and drag on a long cylinder of square cross-section in a smooth and in a turbulent stream[J]. Journal of Fluid Mechanics, 1966, 25(3): 481-493. doi: 10.1017/S002211206600020X
    LI Qiusheng, MELBOURNE W H. The effect of large-scale turbulence on pressure fluctuations in separated and reattaching flows[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 83: 159-169. doi: 10.1016/S0167-6105(99)00069-0
    LEE B E. The effect of turbulence on the surface pressure field of a square prism[J]. Journal of Fluid Mechanics, 1975, 69(2): 263-282. doi: 10.1017/S0022112075001437
    NAKAMURA Y, OHYA Y, OZONO S, et al. Experimental and numerical analysis of vortex shedding from elongated rectangular cylinders at low Reynolds numbers 200-103[J]. Journal of Wind Engineering and Industrial Aerodynamic, 1996, 65(1): 301-308.
    MATSUMOTO M, SHIRATO H, ARAKI K, et al. Spanwise coherence characteristics of surface pressure field on 2-D bluff bodies[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2003, 91(1): 155-163.
    LI M S, LI S P, LIAO H L, et al. Spanwise correlation of aerodynamic forces on oscillating rectangular cylinder[J]. Journal of wind Engineering and Industrial Aerodynamics, 2016, 154: 47-57. doi: 10.1016/j.jweia.2016.04.003
    王新荣,顾明,全涌. 二维矩形柱体表面风压频域特性的雷诺数效应研究[J]. 工程力学,2016,33(7): 100-107.

    WANG Xinrong, GU Ming, QUAN Yong. Reynolds number effects on frequency domain characteristics of wind pressures on 2D rectangular prisms[J]. Engineering Mechanics, 2016, 33(7): 100-107.
    CAO S Y, ZHOU Q, ZHOU Z Y. Velocity shear flow over rectangular cylinder with different side ratio[J]. Computer & Fluid, 2014, 96(13): 35-46.
    MA C M, LIU Y Z, LI Q S, LIAO H L. Prediction and explanation of the aeroelastic behavior of a square-section cylinder via forced vibration[J]. Journal of wind Engineering and Industrial Aerodynamics, 2018, 176: 78-86. doi: 10.1016/j.jweia.2018.03.007
    LIANG S, LIU S, LI Q S, et al. Mathematical model of acrosswind dynamic loads on rectangular tall buildings[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90(12): 1757-1770.
    LIN N, LETCHFORD C, TAMURA T, et al. Characteristics of wind forces acting on tall buildings[J]. Journal of wind Engineering and Industrial Aerodynamics, 2005, 93: 217-242. doi: 10.1016/j.jweia.2004.12.001
    全涌,张正维,顾明,等. 矩形截面高层建筑的横风向基底弯矩系数均方根值研究[J]. 土木工程学报,2012,45(4): 63-70.

    QUAN Yong, ZHANG Zhengwei, GU Ming, et al. Study of the RMS values of across-wind aerodynamic base moment coefficients of high-rise buildings with square or rectangular section[J]. China Civil Engineering Journal, 2012, 45(4): 63-70.
    YAN B W, LI Q S. Detached-eddy and large-eddy simulations of wind effects on a high-rise structure[J]. Computers & Fluids, 2017, 150: 74-83.
    曾加东,李明水. 矩形断面高层建筑脉动风荷载频谱特性研究[J]. 西南交通大学学报,2017,52(1): 83-90. doi: 10.3969/j.issn.0258-2724.2017.01.012

    ZENG Jiadong, LI Mingshui. Experimental study of spectral characteristics of fluctuating wind loads on high-rise building with rectangular section[J]. Journal of Southwest Jiaotong University, 2017, 52(1): 83-90. doi: 10.3969/j.issn.0258-2724.2017.01.012
    TAMURA Y, KAWAI H, VEMATSU Y, et al. Wind loads and wind induced response estimations in the recommendations for loads on buildings AIJ 1993[J]. Engineering Structures, 1996, 18: 399-411. doi: 10.1016/0141-0296(95)00121-2
    SAATHOFF P J, MELBOURNE W H. Effects of free-stream turbulence on sureace pressure fluctuations in a separation bubble[J]. Journal of Fluid Mechanics, 1997, 337: 1-24. doi: 10.1017/S0022112096004594
    李少鹏. 矩形和流线型箱梁断面抖振力特性研究[D]. 成都: 西南交通大学, 2015.
    张秉超,全涌,顾明. 考虑极值风速方向性的围护结构设计风荷载概率估计方法研究[J]. 建筑结构学报,2018,39(4): 1-7.

    ZHANG Bingchao, QUAN Yong, GU Ming. A probabilistic method for estimating extreme wind pressure on structures considering direction effect of extreme wind speed[J]. Journal of Building Structures, 2018, 39(4): 1-7.
  • 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(8)  / Tables(1)

    Article views(604) PDF downloads(18) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return