Investigating the effect of form curvature on diagrid tall buildings considering wind loads

被引:0
|
作者
Alizadegan, Aram [1 ]
Ardekani, Amirreza [2 ]
Golabchi, Mahmood [1 ]
机构
[1] Univ Tehran, Coll Fine Arts, Sch Architecture, Tehran, Iran
[2] Shahid Beheshti Univ, Fac Architecture & Urban Planning, Tehran, Iran
来源
关键词
CFD; curvilinear forms; diagrid; hypotrochoid; structural analysis; tall buildings; RESPONSES;
D O I
10.1002/tal.2093
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of curved forms in tall buildings has increased recently due to their structural and esthetic advantages. Diagrid structures are typically used for these buildings because of their ability to express curved forms. There are, however, few studies about the curvature of tall buildings. This paper examines the effect of curvature on the wind force on tall curved buildings with diagrid system. So, to achieve this, the form of tall curved buildings is investigated, and the commonly used equations that constitute their form are determined. Then, applying computational fluid dynamics simulation, wind force was calculated on the developed alternatives which were created by the equations. Besides, the structural mass of each model is calculated by optimizing the cross-section of the members. It is concluded that considering the conditions of the applied model, by increasing the concavity of the form, the suction on the building's facade increases. Further, with the increase of the concavity in the plan and elevation, the along wind force on the structure and overturning moment increases. Also, it is observed that the structural efficiency of curvilinear buildings is only appropriate to a certain extent of curvature, and with its increase, the structural efficiency decreases. This article offers useful information for the preliminary design of tall buildings.
引用
收藏
页数:21
相关论文
共 50 条
  • [1] Effect of proximity on wind loads on tall buildings
    Ahuja, Ashok Kumar
    Raj, Ritu
    [J]. CONSTRUCTION MATERIALS AND STRUCTURES, 2014, : 1303 - 1309
  • [2] Design of tall buildings for dynamic wind loads
    Ho, TCE
    Kong, L
    [J]. ADVANCES IN STRUCTURAL DYNAMICS, VOLS I & II, 2000, 10 : 1495 - 1502
  • [3] DYNAMIC TORNADIC WIND LOADS ON TALL BUILDINGS
    WEN, YK
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1975, 101 (NST1): : 169 - 185
  • [4] Optimal parameters for tall buildings with a single viscously damped outrigger considering earthquake and wind loads
    Malik, Faisal Nissar
    Kolay, Chinmoy
    [J]. STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2023, 32 (07):
  • [5] WIND-INDUCED TORSIONAL LOADS ON TALL BUILDINGS
    LYTHE, GR
    SURRY, D
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1990, 36 (1-3) : 225 - 234
  • [6] Across-wind loads of typical tall buildings
    Gu, M
    Quan, Y
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2004, 92 (13) : 1147 - 1165
  • [7] Nonlinear response of tall buildings subjected to wind loads
    Hart, Gary C.
    Jain, Anurag
    [J]. STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2011, 20 : S63 - S65
  • [8] Torsional dynamic wind loads on rectangular tall buildings
    Liang, SG
    Li, QS
    Liu, SC
    Zhang, LL
    Gu, M
    [J]. ENGINEERING STRUCTURES, 2004, 26 (01) : 129 - 137
  • [9] LATERAL-TORSIONAL MOTION OF TALL BUILDINGS TO WIND LOADS
    KAREEM, A
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1985, 111 (11): : 2479 - 2496
  • [10] Vibration control of tall buildings under seismic and wind loads
    Fur, LS
    Yang, HTY
    Ankireddi, S
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1996, 122 (08): : 948 - 957