Field measurement of wind-induced stress on glass facade of a coastal high-rise building

被引:0
|
作者
LI ZhengNong~1*
2 College of Architecture and Civil Engineering of Wenzhou University
机构
基金
中国国家自然科学基金;
关键词
0high-rise building; glass facade; wind-induced stress; field measurement; typhoon;
D O I
暂无
中图分类号
TU973.2 [];
学科分类号
081405 ;
摘要
The glass facade of high-rise building in coastal areas is vulnerable under typhoon.The research works in the literature on facade’s wind-resistance performance,however,have some limitations to apply to this issue.During typhoon landing,the whole facade will vibrate and deform due to the change of atmosphere,temperature and impacted torrential rain,to result in a quite different strain or stress distribution in the glass facade from those in model test and wind tunnel test.In this paper,the field measurement on glass facade of a coastal high-rise building in Xiamen was performed,the wind pressure on the glass facade was measured and a large number of windinduced stress data were obtained during typhoon landing.The relationship between wind pressure and stress or strain of the glass panel was analyzed and the situation of stress distribution was summarized.
引用
收藏
页码:2587 / 2596
页数:10
相关论文
共 50 条
  • [1] Field measurement of wind-induced stress on glass facade of a coastal high-rise building
    Li ZhengNong
    Luo DieFeng
    Shi WenHai
    Li ZhiQi
    Liang XiaoHan
    SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2011, 54 (10) : 2587 - 2596
  • [2] Field measurement of wind-induced stress on glass facade of a coastal high-rise building
    ZhengNong Li
    DieFeng Luo
    WenHai Shi
    ZhiQi Li
    XiaoHan Liang
    Science China Technological Sciences, 2011, 54 : 2587 - 2596
  • [3] Field measurement of wind-induced stress on glass facade of a coastal high-rise building
    LI ZhengNongLUO DieFengSHI WenHaiLI ZhiQi LIANG XiaoHan Key Laboratory of Building Safety and Energy Efficiency of Hunan UniversityChangsha China College of Architecture and Civil Engineering of Wenzhou UniversityWenzhou China
    Science China(Technological Sciences), 2011, 54 (10) : 2587 - 2596
  • [4] Field Measurement on Translational and Torsional Wind-Induced Response of a High-Rise Building during Typhoon Khanun
    Hu, Jiaxing
    Li, Zhengnong
    Zhao, Zhefei
    BUILDINGS, 2022, 12 (10)
  • [5] WIND-INDUCED VIBRATION AND DAMAGE DETECTION FOR HIGH-RISE BUILDING
    Zhao, Xin
    Lin, Zhenshan
    PROCEEDINGS OF THE TWELFTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS I AND II, 2012, : 723 - 730
  • [6] Wind-induced responses of billboards on high-rise building roof
    Han Z.
    Lu W.
    Gu M.
    Xie Z.
    Gu, Ming, 1600, Chinese Vibration Engineering Society (36): : 32 - 37and50
  • [7] Full-scale measurement of wind-induced internal pressures in a high-rise building
    Kato, N.
    Niihori, Y.
    Kurita, T.
    Ohkuma, T.
    Journal of Wind Engineering and Industrial Aerodynamics, 1997, 69-71 : 619 - 630
  • [8] Full-scale measurement of wind-induced internal pressures in a high-rise building
    Kato, N
    Niihori, Y
    Kurita, T
    Ohkuma, T
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1997, 71 : 619 - 630
  • [9] Field Research on the Wind-Induced Response of a Super High-Rise Building under Typhoon
    Wang, Chequan
    Li, Zhengnong
    Hu, Lan
    Zhao, Zhefei
    Luo, Qizhi
    Hu, Jiaxing
    Zhang, Xuewen
    APPLIED SCIENCES-BASEL, 2019, 9 (11):
  • [10] Wind-induced vibration control of high-rise building with random parameters
    Huang, B
    Qu, WL
    ADVANCES IN STOCHASTIC STRUCTURAL DYNAMICS, 2003, : 199 - 206