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椭圆形平面鞍形屋盖风压的数值模拟
引用本文:吴剑锋,王彩华,张丽娜. 椭圆形平面鞍形屋盖风压的数值模拟[J]. 低温建筑技术, 2011, 33(5): 30-31
作者姓名:吴剑锋  王彩华  张丽娜
作者单位:东北石油大学秦皇岛分校;东华理工大学;
摘    要:现行<建筑结构荷载规范>并未给出椭圆形平面鞍形屋盖的风荷载体型系数,针对这个问题,基于数值风洞方法具有成本低,速度快,结果采集更为全面等显著优点,利用 CFD 知识,运用 FLUENT 软件,对椭圆形平面鞍形屋盖的平均风压力系数进行了数值模拟,重点讨论了风向角对数值模拟结果的影响,为合理确定椭圆形平面鞍形屋盖的平均风压...

关 键 词:鞍形屋盖  风向角  数值风洞  风压分布

THE NUMERICAL SIMULATION FOR WIND PRESSURE OF OVAL PLANE AND SADDLE-SHAPED ROOF BUILDING
WU Jian-feng,WANG Cai-hua,ZHANG Li-na. THE NUMERICAL SIMULATION FOR WIND PRESSURE OF OVAL PLANE AND SADDLE-SHAPED ROOF BUILDING[J]. Low Temperature Architecture Technology, 2011, 33(5): 30-31
Authors:WU Jian-feng  WANG Cai-hua  ZHANG Li-na
Affiliation:WU Jian-feng1,WANG Cai-hua1,ZHANG Li-na2(1.Qinhuangdao Campus of Northeast Petroleum University,Hebei Qinhuangdao 066004,China,2.East China Institute of Technology,Jiangxi Fuzhou 344000,China)
Abstract:The existing 《Building structure load code》 did not give wind load shape coeeficient of oval and saddle-shaped roof.On this issue,numerical wind tunnel method has significant advantages such as low cost,fasting,collecting more comprehensive results.Using information of CFD and the software of FLUENT,the paper had numerical simulation of average wind pressure coefficient for oval plane and saddle-shaped roof bilding.It focused the effect on the numerical simulation for wind direction.Finally it provided reference for reasonably determining the average wind pressure coefficient of oval plane and saddle-shaped roof building.
Keywords:saddle-shaped roof  wind direction  numerical wind tunnel  pressure distribution  
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