在考虑风荷载的情况下,研究对角线网格高层建筑的外形曲率影响

Aram Alizadegan, Amirreza Ardekani, Mahmood Golabchi
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摘要

摘要由于具有结构和美学方面的优势,近来在高层建筑中越来越多地使用曲线形式。由于 Diagrid 结构能够表现曲线形态,因此通常被用于这些建筑中。然而,有关高层建筑曲线的研究却很少。本文探讨了曲率对采用斜网格系统的高层曲面建筑风力的影响。为此,本文首先研究了高层曲面建筑的形态,并确定了构成其形态的常用方程。然后,应用计算流体动力学模拟,计算了根据方程创建的已开发替代方案的风力。此外,还通过优化构件截面计算出了每个模型的结构质量。结果表明,考虑到应用模型的条件,通过增加外形的凹度,建筑物外墙受到的吸力会增加。此外,随着平面和立面凹度的增加,结构上的沿风力和倾覆力矩也会增加。此外,曲线建筑物的结构效率只适用于一定的曲率范围,随着曲率的增加,结构效率会降低。本文为高层建筑的初步设计提供了有用的信息。
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Investigating the effect of form curvature on diagrid tall buildings considering wind loads
SummaryThe 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.
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