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角部处理对高层建筑风荷载影响的数值模拟

郑毅敏 庄翔 郑晓芬 董欣

结构工程师2017,Vol.33Issue(5):118-124,7.
结构工程师2017,Vol.33Issue(5):118-124,7.

角部处理对高层建筑风荷载影响的数值模拟

Numerical Simulation of Wind Pressure Characteristics on Rectangular Tall Buildings with Various Corner Shapes

郑毅敏 1庄翔 2郑晓芬 1董欣1

作者信息

  • 1. 同济大学土木工程学院建筑工程系,上海200092
  • 2. 同济大学建筑设计研究院(集团)有限公司,上海200092
  • 折叠

摘要

Abstract

High buildings with different corner shapes are numerical simulated based on the CFD (computational fluid dynamics) software FLUENT.Firstly,a standard high building is numerical simulated by using three different turbulence models,Realizable k-ε,RNG k-ε and Reynolds stress model.By comparing with the results from a wind-tunnel test,the numerical results are proved to be in good agreements with experimental results except from the separation regions.Reynolds stress model can greatly simulate the complex flow near the wall for the flow anisotropy hypothesis.Then,two same-sized buildings but with chamfered and rounded comers are numerical simulated with Reynolds stress model.Results show that wind loads tend to decrease because of corner modification.the shear layers separated from the chamfered and rounded comers approach the side surface.While wind pressures on leeward face of chamfer and round-cornered models reduce by 15% and 35% respectively due to the reduction of wake width and vortex size.

关键词

数值模拟/高层建筑/切角/圆角/风荷载

Key words

numerical simulation/tall buildings/chamfered corner/rounded corner/wind load

引用本文复制引用

郑毅敏,庄翔,郑晓芬,董欣..角部处理对高层建筑风荷载影响的数值模拟[J].结构工程师,2017,33(5):118-124,7.

基金项目

上海市青年科技启明星计划(15QB1404800) (15QB1404800)

结构工程师

OA北大核心CSTPCD

1005-0159

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