Wind-driven oscillation and dynamic response of a Y-plan shaped tall building under interference

被引:0
|
作者
Sharma, Niraj [1 ]
Yadav, Himanshu [1 ]
Roy, Amrit Kumar [1 ]
机构
[1] Natl Inst Technol, Dept Civil Engn, Hamirpur, Himachal Prades, India
关键词
CFD simulation; Pressure distribution; Interference effect; Tall building; Dynamic response; ATMOSPHERIC BOUNDARY-LAYER; HIGHRISE BUILDINGS; CFD SIMULATION; OPTIMIZATION; FORCES;
D O I
10.1016/j.istruc.2024.107619
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study explores the wind-driven oscillation of the Y-plan shaped tall building by utilizing unsteady Computational Fluid Dynamics (CFD) in conjunction with structural modal analysis. Because tall structures are so near to one another, wind-driven interference effects between buildings have recently gained significant attention in structural engineering for modern cities. This study examines the wind-driven oscillation and dynamic response on a stiff-scale Y-shaped tall structure due to square plan shaped interfering structure placed in close proximity. Wind speed of 50 m/s at 0 degrees and 180 degrees wind incidence angles are taken into consideration while validating and comparing the along and across-wind induced dynamic responses of the building models. Using the finite volume approach, the fluid flow domain is divided into a finite number of small control volumes or components for numerical analysis. Governing equations of fluid flow, such as the Navier-Stokes equations, are then solved numerically over these discrete elements. This involves iterative algorithms to approximate the solutions of these partial differential equations under specified boundary conditions and initial conditions. Using the k-epsilon turbulence model, the unsteady findings were verified against wind tunnel test data. When wind blows perpendicular to the building model's main axis, crosswind vortices can cause the model to undergo considerable aeroelastic effects that can lead to a strong resonance. As a building's height increases, both alongwind and across-wind forces generally increase due to higher wind speeds and more pronounced aerodynamic effects. The overturning moment in a building increases with height due to the lever arm effect of lateral forces. A comparison and discussion of pressure distribution, forces, moment are conducted on the four distinct models. Furthermore, by designing tall buildings that are less susceptible to wind load and result in more occupantfriendly and energy-efficient cities, urban sustainability can be enhanced with an understanding of windinduced response. At the end, a research roadmap is presented for this subject.
引用
收藏
页数:14
相关论文
共 50 条
  • [21] Effect of internal angles between limbs of cross plan shaped tall building under wind load
    Kumar, Debasish
    Dalui, Sujit Kumar
    WIND AND STRUCTURES, 2017, 24 (02) : 95 - 118
  • [22] Aerodynamic modifications for reduction of wind loads on cross plan shaped tall building
    Kumar, Debasish
    Dalui, Sujit Kumar
    WIND AND STRUCTURES, 2021, 33 (02) : 123 - 139
  • [23] DYNAMIC-RESPONSE OF TALL BUILDING TO WIND EXCITATION
    TORKAMANI, MAM
    PRAMONO, E
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1985, 111 (04): : 805 - 825
  • [24] DYNAMIC RESPONSE OF TALL BUILDING TO WIND EXCITATION.
    Torkamani, Morteza A.M.
    Pramono, Eddy
    Journal of Structural Engineering, 1985, 111 (04): : 805 - 825
  • [25] Effect of tuned mass damper in wind-induced response of "V" plan-shaped tall building
    Bhattacharya, Satadru
    Dalui, Sujit Kumar
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2022, 31 (09):
  • [26] 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
  • [27] Wind-induced Peak Dynamic Responses of ‘Z’ Shaped Tall Building
    Paul, Rajdip
    Dalui, Sujit Kumar
    Journal of The Institution of Engineers (India): Series A, 2022, 103 (03) : 891 - 904
  • [28] Wind-induced Peak Dynamic Responses of ‘Z’ Shaped Tall Building
    Paul R.
    Dalui S.K.
    Journal of The Institution of Engineers (India): Series A, 2022, 103 (3) : 891 - 904
  • [29] Dynamic response and reliability analysis of saddle membrane structures under wind-driven rain load
    Pan R.
    Liu C.
    Liu J.
    Zheng Z.
    Jiang S.
    Sun Y.
    Huang W.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2023, 42 (11): : 295 - 303+323
  • [30] Investigation of interference effect on hexagonal plan-shaped high-rise building under wind excitation
    Das, Arghyadip
    Chandra, Arka
    Dalui, Sujit Kumar
    AUSTRALIAN JOURNAL OF STRUCTURAL ENGINEERING, 2024, 25 (04) : 315 - 333