Aerodynamic measurements of across-wind loads and responses of tapered super high-rise buildings

被引:2
|
作者
Deng, Ting [1 ]
Yu, Xianfeng [1 ]
Xie, Zhuangning [1 ]
机构
[1] S China Univ Technol, State Key Lab Subtrop Bldg Sci, Sch Civil Engn & Transportat, Guangzhou 510640, Peoples R China
基金
中国国家自然科学基金;
关键词
super high-rise building; chamfered modification; local aerodynamic strategy; vortex shedding; remaining spectral energy; TALL BUILDINGS; DYNAMIC-RESPONSES; INDUCED VIBRATION; FORCES;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A series of wind tunnel tests were conducted on tapered super high-rise buildings with a square cross section by applying synchronous pressure measurement technology. The effects of global strategy of chamfered modification on aerodynamic loads and wind-induced responses were investigated. Moreover, local aerodynamic strategies of opening a ventilation slot in the corner of equipment and refuge floors were carried out. Results show that the global strategy of tapered elevation increased the vortex shedding frequency, but reduced vortex shedding energy, leading to reduction of across-wind aerodynamic loads and responses. Chamfered modification suppressed the across-wind vortex shedding effect on tapered buildings. Opening the ventilation slot further suppressed the strength of vortex shedding and reduced the residual energy related to vortex shedding in aerodynamic loads of chamfered buildings. Finally, the optimized locations of local aerodynamic strategies were suggested.
引用
收藏
页码:331 / 352
页数:22
相关论文
共 50 条
  • [31] Refined Mathematical Models for Across-Wind Loads of Rectangular Tall Buildings with Aerodynamic Modifications
    Li, Yi
    Li, Chao
    Li, Qiu-Sheng
    Li, Yong-Gui
    Chen, Fu-Bin
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2021, 21 (09)
  • [32] Evaluation of across-wind dynamic response for rectangular high rise buildings
    China Academy of Building Science, Beijing 100013, China
    不详
    Gongcheng Lixue, 2007, 10 (80-86):
  • [33] Effects of vertical ribs protruding from facades on the wind loads of super high-rise buildings
    Quan, Yong
    Hou, Fangchao
    Gu, Ming
    WIND AND STRUCTURES, 2017, 24 (02) : 145 - 169
  • [34] Across-wind responses of an aeroelastic tapered tall building
    Kim, Young-Moon
    You, Ki-Pyo
    Ko, Nag-Ho
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2008, 96 (8-9) : 1307 - 1319
  • [35] Wind loads characteristics of irregular shaped high-rise buildings
    Li, Yong-gui
    Liu, Peng
    Li, Yi
    Yan, Jia-hui
    Quan, Jia
    ADVANCES IN STRUCTURAL ENGINEERING, 2023, 26 (01) : 3 - 16
  • [36] Experimental evaluation of aerodynamic damping of square super high-rise buildings
    Quan, Y
    Gu, M
    Tamura, Y
    WIND AND STRUCTURES, 2005, 8 (05) : 309 - 324
  • [37] Wind force of super high-rise buildings with hexagonal section
    Wang, Lei
    Zhang, Wei
    Liu, Li-sheng
    Zhang, Zheng-hua
    STRUCTURES, 2021, 33 : 283 - 291
  • [38] Study on across-wind oscillations of triangular high-rise flexible structures by wind tunnel tests
    Liang, Shuguo
    Gu, Ming
    Zhang, Feng
    Li, Zhengnong
    Cao, Yinghong
    Kongqi Donglixue Xuebao/Acta Aerodynamica Sinica, 2000, 18 (02): : 172 - 179
  • [39] Wind loads of high-rise buildings with various aspect ratios in downburst wind
    Fang Z.
    Li Z.
    Wang Z.
    Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2019, 49 (03): : 488 - 494
  • [40] Research on aerodynamic shape effects on wind load of high-rise buildings
    Yan, Y. (yanyalin@cabrtech.com), 1600, Science Press (35):