Characteristics and computational model of across-wind load of tall buildings

被引：0
|
作者：
Tongji University, Shanghai 200092, China [1 ]
不详 [2 ]
机构：
来源：
Tumu Gongcheng Xuebao | 2006年 / 2卷 / 1-5+26期
关键词：
9;
D O I：
10.1080/08905430500522030
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 50 条
  • [41] Spatial correlation of across-wind wind fluctuating wind load of a lattice tower
    Li F.
    Zou L.
    Liang S.
    Chen Y.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2020, 39 (05): : 25 - 31
  • [42] Tests for wind load of tall buildings with openings
    Li, Yong-Gui
    Li, Qiu-Sheng
    Dai, Yi-Min
    Zhendong yu Chongji/Journal of Vibration and Shock, 2015, 34 (11): : 63 - 67
  • [43] Effects of side ratio on characteristics of across-wind and torsional responses of high-rise buildings
    Katsumura, A
    Katagiri, J
    Marukawa, H
    Fujii, K
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2001, 89 (14-15) : 1433 - 1444
  • [44] SPECIAL TOPICS: An important aspect of structural design of super-tall buildings and structures: Across-wind loads and effects
    Science Bulletin, 2011, (33) : 3614 - 3614
  • [45] Characteristics of across-wind force of rectangular high-rise buildings with different side ratios
    Yuan J.
    Chen S.
    Liu Y.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2021, 52 (12): : 4361 - 4371
  • [46] Wind load characteristics of the super-tall buildings with a side ratio of 5
    Han Z.
    Li B.
    Zhen W.
    Yang Q.
    Tian Y.
    Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University, 2022, 43 (02): : 196 - 202
  • [47] ACROSS-WIND DYNAMIC RESPONSE OF HIGH-RISE BUILDING UNDER WIND ACTION WITH INTERFERENCE EFFECTS FROM ONE AND TWO TALL BUILDINGS
    Xie, Z. N.
    Gu, M.
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2009, 18 (01): : 37 - 57
  • [48] 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):
  • [49] An Acrosswind Equivalent Static Wind Load Model for Rectangular Shaped Tall Buildings
    Cheng C.-M.
    Lai T.-C.
    Wang J.
    Tsai M.-S.
    Journal of the Chinese Institute of Civil and Hydraulic Engineering, 2019, 31 (08): : 759 - 766
  • [50] AN ACROSSWIND EQUIVALENT STATIC WIND LOAD MODEL FOR RECTANGULAR SHAPED TALL BUILDINGS
    Cheng, Chiiming
    Wang, Jenmu
    Lai, Tzuching
    Tsai, Mingshu
    FUNDAMENTAL RESEARCH IN STRUCTURAL ENGINEERING: RETROSPECTIVE AND PROSPECTIVE, VOLS 1 AND 2, 2016, : 189 - 196
12345