Effect of aspect ratio on the aerodynamic performance and correlation of square section building exposed to twisted wind profile

IF 1.8 3区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Structural Design of Tall and Special Buildings Pub Date : 2023-09-02 DOI:10.1002/tal.2050
Lei Zhou, Kam Tim Tse, Gang Hu, Zijian Guo
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Abstract

This study investigates the aerodynamic performance of three square‐section buildings with different aspect ratio (AR = 1:1, 1:4, and 1:6) exposed to twisted wind profile (TWP) by pressure measurement test. The effect of AR on the correlation of wind loads specifically for TWP is systematically revealed from both time–frequency domain and local–global perspective. Results show that compared with its counterparts in conventional wind profile (CWP), the effect of AR on aerodynamic load under TWP becomes significantly different and more prominent, which can be categorized into two types of patterns. For pattern low‐rise building, TWP is more resembling the condition of CWP with certain attack angle. For pattern high‐rise building, TWP results in stronger momentum exchange along building height but suppresses fluctuating feature associated with Karman vortex. As a result, under TWP, mean base moments of all buildings are enhanced except for longitudinal component of case AR = 1:4 and 1:6; while the fluctuating base moment for three AR cases is all reduced, which indicates that dynamic pattern of wake flow is suppressed. Moreover, the discrepancy of local wind load between case CWP and TWP concentrates on the lower‐middle location for high‐rise building but distributed evenly along all low‐rise building height. Additionally, it is found that the effect of AR on aerodynamic correlation exhibits different mechanisms and patterns when building is under the impact of CWP or TWP.
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展弦比对扭曲风剖面下方形截面建筑气动性能的影响及其相关性
通过压力测量试验,研究了三种不同宽高比(AR = 1:1, 1:4和1:6)的方形建筑在扭曲风廓线(TWP)下的空气动力学性能。从时频域和局地-全局的角度系统地揭示了AR对TWP风荷载相关性的影响。结果表明:与常规风廓线(CWP)相比,在TWP条件下,AR对气动载荷的影响显著不同且更为突出,可分为两种模式。对于模式低层建筑,在一定攻角下,TWP更接近于CWP的情况。对于模式高层建筑,TWP导致沿建筑高度的动量交换更强,但抑制了与卡门涡相关的波动特征。结果表明,在TWP作用下,除AR = 1:4和1:6的纵向分量外,其余建筑的平均基矩均增强;而三种情况下的脉动基矩均减小,表明尾流的动力型被抑制。此外,CWP和TWP的局部风荷载差异主要集中在高层建筑的中下位置,而在所有低层建筑高度上分布均匀。此外,研究还发现,在CWP和TWP的影响下,AR对建筑气动相关性的影响表现出不同的机制和模式。
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来源期刊
CiteScore
5.30
自引率
4.20%
发文量
83
审稿时长
6-12 weeks
期刊介绍: The Structural Design of Tall and Special Buildings provides structural engineers and contractors with a detailed written presentation of innovative structural engineering and construction practices for tall and special buildings. It also presents applied research on new materials or analysis methods that can directly benefit structural engineers involved in the design of tall and special buildings. The editor''s policy is to maintain a reasonable balance between papers from design engineers and from research workers so that the Journal will be useful to both groups. The problems in this field and their solutions are international in character and require a knowledge of several traditional disciplines and the Journal will reflect this. The main subject of the Journal is the structural design and construction of tall and special buildings. The basic definition of a tall building, in the context of the Journal audience, is a structure that is equal to or greater than 50 meters (165 feet) in height, or 14 stories or greater. A special building is one with unique architectural or structural characteristics. However, manuscripts dealing with chimneys, water towers, silos, cooling towers, and pools will generally not be considered for review. The journal will present papers on new innovative structural systems, materials and methods of analysis.
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