LI Hong-hai, OU Jin-ping. NUMERICAL SIMULATION OF THE WIND-INDUCED PRESSURE DISTRIBUTION ON BUILDING SURFACE IN DOWNBURST[J]. Engineering Mechanics, 2011, 28(增刊Ⅱ): 147-151.
Citation: LI Hong-hai, OU Jin-ping. NUMERICAL SIMULATION OF THE WIND-INDUCED PRESSURE DISTRIBUTION ON BUILDING SURFACE IN DOWNBURST[J]. Engineering Mechanics, 2011, 28(增刊Ⅱ): 147-151.

NUMERICAL SIMULATION OF THE WIND-INDUCED PRESSURE DISTRIBUTION ON BUILDING SURFACE IN DOWNBURST

More Information
  • Received Date: November 02, 2010
  • Revised Date: December 11, 2010
  • To study the wind-induced effect of the downburst on buildings, the analysis of a downburst wind field should be the foundation. At first, a two-dimensional model of the wind field is established based on a wall jet model. Numerical simulation is employed to get the vertical profile of the radial velocity in Computational Fluid Dynamics (CFD) software. Compared the result with three empirical models and a measured distribution of the velocity profile data, it is confirmed that the numerical simulation of the downburst is in good accordance with the theoretical analysis and the practical observations. After that a high-rise building model is put into the computed area in the wind field to simulate the effect of the downburst on the building surface. The CFD software is employed to get the wind-induced pressure distribution. By contrast, the simulation result is consistent with the test results in a multi-fan wind tunnel, and greater than the reference value in the load code for the design. This should be paid more attention in the practical engineering of the downburst-prone areas.
  • Related Articles

    [1]ZHENG Xiao-wei, LI Hong-nan, ZHANG Ying-ying, YIN Shi-ping. PROBABILISTIC SEISMIC DEMAND MODELS AND RISK ASSESSMENT FOR HIGH-RISE BUILDINGS[J]. Engineering Mechanics, 2022, 39(9): 31-39. DOI: 10.6052/j.issn.1000-4750.2021.05.0329
    [2]FAN Zhong, WANG Jing, LIU Tao, YANG Su, YANG Kai, WANG Yi-hua, ZENG De-min. STUDY ON THE EFFECT OF EMBEDDED CONDITIONS FOR HIGH-RISE BUILDINGS[J]. Engineering Mechanics, 2022, 39(2): 51-66. DOI: 10.6052/j.issn.1000-4750.2021.07.ST04
    [3]LI Yi, HUANG Guo-qing, CHENG Xu, ZHAO Li-na. THE NUMERICAL SIMULATION OF MOVING DOWNBURSTS AND THEIR INDUCED WIND LOAD ON HIGH-RISE BUILDINGS[J]. Engineering Mechanics, 2020, 37(3): 176-187. DOI: 10.6052/j.issn.1000-4750.2019.04.0231
    [4]WANG Xin, HUANG Sheng-hong, LI Qiu-sheng. NUMERICAL SIMULATION OF DYNAMIC IMPACTING WIND LOADS ON HIGH-RISE BUILDING BY TORNADO[J]. Engineering Mechanics, 2016, 33(9): 195-203. DOI: 10.6052/j.issn.1000-4750.2015.02.0133
    [5]LI Yong-le, AN Wei-sheng, CAI Xian-tang, . SIMPLIFIED CFD MODAL AND AERODYNAMIC CHARACTERISTICS OF INVERTED TRAPEZOIDAL PLATE-TRUSS DECK[J]. Engineering Mechanics, 2011, 28(增刊I): 103-109.
    [6]LI Yong-le, WANG Bin, HUANG Lin, LIAO Hai-li. CFD SIMULATION AND PARAMETER STUDY ON AERODYNAMIC FORCE OF FLAT PLATE[J]. Engineering Mechanics, 2009, 26(3): 207-211.
    [7]LI Li, KONG De-yi, . NUMERICAL SIMULATION OF AEOLIAN VIBRATIONS TRANSMISSION LINES BY CFD[J]. Engineering Mechanics, 2009, 26(增刊Ⅱ): 235-240.
    [8]ZHENG Chao-rong;ZHANG Yao-chun. APPLICATION OF THE SUCTION METHOD TO REDUCE THE WIND LOAD ON HIGH-RISE BUILDING[J]. Engineering Mechanics, 2009, 26(增刊Ⅰ): 51-056.
    [9]CAO Yan-mei, XIA He, ZHAN Jia-wang. EXPERIMENTAL STUDY AND NUMERICAL ANALYSIS OF MOVING TRAIN INDUCED VIBRATIONS ON HIGH-RISE BUILDINGS[J]. Engineering Mechanics, 2006, 23(11): 182-187,.
    [10]CAO Yan-mei, XIA He. VIBRATIONS OF HIGH-RISE BUILDINGS INDUCED BY RUNNING TRAINS[J]. Engineering Mechanics, 2006, 23(3): 162-167.

Catalog

    Article Metrics

    Article views (1284) PDF downloads (464) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return