Wind-induced response and equivalent static wind load of single-layer Geiger lattice shell with curved plate

被引：1
|
作者：
Feng, Ruoqiang [1 ,2 ]
Ding, Jinghu [1 ]
Li, Qingxiang [3 ]
Ye, Jihong [1 ]
机构：
[1] Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, China
[2] State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510500, China
[3] Guangdong Provincial Academy of Building Research, Guangzhou 510500, China
来源：
Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition) | 2012年 / 42卷 / 02期
关键词：
D O I：
10.3969/j.issn.1001-0505.2012.02.026
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：328 / 333
相关论文
共 50 条
  • [41] Assessment of the Effect of Wind Load on the Load Capacity of a Single-Layer Bar Dome
    Opatowicz, Dominika
    Radon, Urszula
    Zabojszcza, Pawel
    BUILDINGS, 2020, 10 (10) : 1 - 26
  • [42] Wind induced dynamic responses on hyperbolic cooling tower shells and the equivalent static wind load
    Zhang, Jun-Feng
    Ge, Yao-Jun
    Zhao, Lin
    Zhu, Bing
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2017, 169 : 280 - 289
  • [43] Reduction of wind-induced vibration of a laminated plate with an active constrained layer
    Li, Jinqiang
    Narita, Yoshihiro
    JOURNAL OF VIBRATION AND CONTROL, 2014, 20 (06) : 901 - 912
  • [44] Dominant modes of wind-induced vibration response for large rise-span ratios single-layer spherical latticed shells
    Wei, Demin
    Zhang, Kelong
    Jiang, Zhengrong
    Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2014, 47 : 107 - 111
  • [45] Multi-vibration-mode analysis of single-layer spherical reticulated shell under wind load
    School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
    Harbin Gongye Daxue Xuebao, 2008, 6 (846-850):
  • [46] Wind load factor and parametric analysis of long-span single-layer spherical reticulated shell
    Guangdong Provincial Academy of Building Research, Guangzhou 510500, China
    不详
    Jianzhu Jiegou Xuebao, 2006, 4 (65-72):
  • [47] Wind-induced response and wind load factor of transmission tower under terrain B wind field and typhoon wind field
    Lou, Wen-Juan
    Xia, Liang
    Jiang, Ying
    Jin, Xiao-Hua
    Wang, Zhen-Hua
    Zhendong yu Chongji/Journal of Vibration and Shock, 2013, 32 (06): : 13 - 17
  • [48] Wind-induced dynamic response and wind load factor for flexible roof structures with medium deformation
    Lou, WJ
    Sun, BN
    Lu, F
    ADVANCES IN BUILDING TECHNOLOGY, VOLS I AND II, PROCEEDINGS, 2002, : 1139 - 1146
  • [49] Numerical simulation of fluctuating wind load and wind-induced response of large hyperbolic cooling tower
    Bao K.-Y.
    Shen G.-H.
    Sun B.-N.
    Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2010, 44 (05): : 955 - 961
  • [50] Case study of wind-induced performance and equivalent static wind loads of large-span openable truss structures
    Ma, Ting-ting
    Zhao, Lin
    Ji, Teng-fei
    Tang, Te
    THIN-WALLED STRUCTURES, 2022, 175
12345