Wind-induced forces and flow field of aerodynamically modified buildings

被引:0
|
作者
Ashutosh Sharma
Hemant Mittal
Ajay Gairola
机构
[1] Indian Institute of Technology Roorkee,
来源
关键词
Aerodynamic modification; Tapering ratio; Overturning moments; Power spectral density; DES model; Flow field;
D O I
暂无
中图分类号
学科分类号
摘要
Aerodynamically modified buildings are a new trend in building design. The outer shapes play a major role in aerodynamic characteristics of the building and may offer improved safety and habitability. Various major and minor modifications in outer shapes have been examined in the literature, and their advantages over conventional shapes (square, triangular, circular) have been reported. In the present study, an experimental investigation of wind-induced aerodynamic forces and moments for height-modified tapered and set-back buildings is carried out for several angles of incidence. Three tapered models with tapering ratios (T.R. = (bottom width − top width)/height) of 5%, 10% and 15% and three corresponding set-back models are selected for the study. A numerical simulation using the DDES (delayed detached eddy simulation) approach of turbulence modeling is used to analyze the flow field around the modified building models. The results show that, mean along-wind, RMS across-wind forces and moments are reduced considerably irrespective of wind direction and the extent of reduction increases as the tapering ratio is increased. Set-back modifications are found to be more efficient in reducing the loads compared to the taper modification.
引用
收藏
页码:1599 / 1623
页数:24
相关论文
共 50 条
  • [31] Wind-Induced Vibrations of Cylindrical Buildings and Structures.
    Kluwich, A.
    Sockel, H.
    Bauingenieur, 1974, 49 (02): : 58 - 62
  • [32] THE WIND-INDUCED RESPONSE CHARACTERISTICS OF ATYPICAL TALL BUILDINGS
    You, Ki-Pyo
    Kim, Young-Moon
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2009, 18 (02): : 217 - 233
  • [33] Wind-Induced Internal Pressures of Buildings with Multiple Openings
    Pan, F.
    Cai, C. S.
    Zhang, W.
    JOURNAL OF ENGINEERING MECHANICS, 2013, 139 (03) : 376 - 385
  • [34] Wind-induced vibrations of buildings: role of transient events
    Kijewski-Correa, Tracy
    Bentz, Audrey
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2011, 164 (04) : 273 - 284
  • [35] Towards generalization of wind-induced interference effects on buildings
    Khanduri, AC
    Stathopoulos, T
    Bédard, C
    STRUCTURAL ENGINEERING AND MECHANICS, VOLS 1 AND 2, 1999, : 1681 - 1686
  • [36] Analysis of the maximum interference effects on wind-induced forces
    de Lavor, Thiarly Feitosa Afonso
    de Brito, Jose Luis Vital
    Loredo-Souza, Acir Mercio
    STRUCTURES, 2024, 67
  • [37] Mathematical Formula to Evaluate the Required Gap Distance and Impact Forces from Wind-Induced Pounding of Tall Buildings
    Brown, Tristen
    Alanani, Magdy
    Elshaer, Ahmed
    Issa, Anas
    Lecture Notes in Civil Engineering, 2024, 505 LNCE : 141 - 160
  • [38] Wind-Induced Internal Pressures in Buildings with Large Facade Openings
    Karava, P.
    Stathopoulos, T.
    JOURNAL OF ENGINEERING MECHANICS, 2012, 138 (04) : 358 - 370
  • [39] Research progress of wind-induced interference effects on tall buildings
    Yu, Xianfeng
    Xie, Zhuangning
    Gu, Ming
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2015, 36 (03): : 1 - 11