Y 型高层建筑在干扰作用下的风动振荡和动态响应

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Niraj Sharma , Himanshu Yadav, Amrit Kumar Roy
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引用次数: 0

摘要

本研究利用非稳定计算流体动力学(CFD)结合结构模态分析,探讨了 Y 型平面高层建筑的风驱动振荡。由于高层建筑之间的距离非常近,因此建筑物之间的风动干扰效应最近在现代城市的结构工程中得到了广泛关注。本研究探讨了一个坚固的 Y 型高层建筑因邻近的方形平面干扰结构而产生的风驱动振荡和动态响应。在验证和比较建筑模型的顺风和横风动态响应时,考虑了 0° 和 180° 入射角下 50 米/秒的风速。采用有限体积法,将流体流动域划分为有限数量的小型控制体积或组件,以便进行数值分析。然后在这些离散元件上对流体流动的支配方程(如纳维-斯托克斯方程)进行数值求解。这涉及在指定边界条件和初始条件下近似求解这些偏微分方程的迭代算法。利用 k-epsilon 湍流模型,根据风洞试验数据验证了非稳态研究结果。当风向垂直于建筑模型的主轴时,横风涡流会使模型受到相当大的气动弹性影响,从而导致强烈的共振。随着建筑物高度的增加,由于风速更高,空气动力效应更明显,顺风力和横风力通常都会增加。由于侧向力的杠杆效应,建筑物的倾覆力矩会随着高度的增加而增大。我们对四种不同模型的压力分布、力、力矩进行了比较和讨论。此外,通过设计受风荷载影响较小的高层建筑,使城市更加宜居和节能,可以通过了解风引起的响应来提高城市的可持续性。最后,还提出了这一课题的研究路线图。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Wind-driven oscillation and dynamic response of a Y-plan shaped tall building under interference
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°and 180° 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 along-wind 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 occupant-friendly and energy-efficient cities, urban sustainability can be enhanced with an understanding of wind-induced response. At the end, a research roadmap is presented for this subject.
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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