期刊文献+

低矮门式刚架厂房数值风洞模拟中计算域的设定 被引量:5

Computational domain setting for simulation of low portal framed workshops in numerical wind tunnel
下载PDF
导出
摘要 针对低矮门式刚架结构数值风洞模拟中计算域大小设定的问题进行研究.采用CFX软件作为计算平台对某一典型门式刚架厂房进行CFD数值模拟,在对影响计算结果精度的各个参数进行综合分析的基础上提出了合理的取值范围.建议:计算域高度取6h^7h、计算域宽度取4Ly^5Ly、计算域上游长度取7h^8h、计算域下游长度取14h^16h,h为模型高度. Aimed at the low portal-frame structure, the problem of dimensional setting of computational domain in the simulation with numerical wind tunnel was investigated. Taking the software CFX as a computational platform for CFD numerical simulation of a typical protal-framed workshop, several parameters which had influence on the computational accuracy were comprehensively analyzed and their reasonable assignment range was proposed as follows: the computational height was 6h to 7h, the computational width was 4Ly to SLy, the upstream length was 7h to 8h, and the downstream length was 14h to 16h, h was the height of model.
出处 《兰州理工大学学报》 CAS 北大核心 2008年第5期139-143,共5页 Journal of Lanzhou University of Technology
基金 福建省自然科学基金项目(E0510022) 福建省科技重大专项前期项目(2005ZY1016) 福建省泉州市科技重点项目(2007G7)
关键词 门式刚架 CFD数值模拟 计算域设定 portal frame CFD numerical simulation computational domain setting
  • 相关文献

参考文献6

  • 1侯爱波,汪梦甫.建筑数值风洞的基础研究[J].湖南大学学报(自然科学版),2007,34(2):21-24. 被引量:20
  • 2中国土木工程学会桥梁与结构工程分会风工程委员会.第十二届全国结构风工程学术会议论文集[C].西安:[s.n.],2005:743-746.
  • 3中国土木工程学会桥梁与结构工程分会风工程委员会.第十三届全国结构风工程学术会议论文集[C].大连:[s.n.],2007:532-535.
  • 4ZHANG A S,GAO C L, ZHANG L. Numerical simulation of the wind field around different building arrangements[J].Journal of Wind Engineering and Industrial Aerodynamics, 2005,93 (12) : 891-904.
  • 5孙珩,黄素逸.建筑物周围流场数值模拟的研究进展[J].环境科学进展,1999,7(6):76-83. 被引量:6
  • 6贾勇.主动开洞对门式刚架结构风荷载的影响[D].泉州:华侨大学,2007.

二级参考文献15

  • 1童志权.大气环境影响分析评价[M].北京:中国环境科学出版社,1987..
  • 2[美]约翰.大气影响分析手册[M].北京:北京科学技术出版社,1986.190-191.
  • 3Li Y,J Wind Eng Ind Aerodynamics,1997年,67/68卷,757页
  • 4Zhang Y Q,Atmos Environ,1996年,30卷,1327页
  • 5Zhang Y Q,Fourth Int Summer Colloquium and the Int Sympo Yong Scientistson Climate Environment and Geophysical Fluid Dynamics,1993年
  • 6童志权,大气环境影响分析评价,1987年,80页
  • 7约翰劳、大卫·伍登,大气影响分析手册,1986年,190页
  • 8ZHANG A S , GAO C L, ZHANG L. Numerical simulation of the wind fiddaround different building arrangements[J ]. Journal of Wind Engineering and Industrial Aerodynamics, 2005,93 (12) :891 - 904.
  • 9LI QS,WUJ R,LIANGSG, etal. Full-scalemeasurements and numerical evaluation of wind-induced vibration of a 63-storyreinforced concrete tall building [J ]. Engineering Structures, 2004,26(12) : 1779 - 1794.
  • 10CASTRO I P,ROBINS A G. The flow around a surface-mounted cube in uniform and turbulent streams[J ]. J Fluid Mech, 1977,79(2) :307 - 335.

共引文献22

同被引文献35

  • 1杨波,吕令毅.应用CFD技术预测国家大剧院表面风压[J].建筑科学,2005,21(4):38-41. 被引量:8
  • 2侯爱波,汪梦甫.建筑数值风洞的基础研究[J].湖南大学学报(自然科学版),2007,34(2):21-24. 被引量:20
  • 3孙晓颖,武岳,沈世钊.平屋盖风压分布的数值模拟[J].计算力学学报,2007,24(3):294-300. 被引量:17
  • 4孙晓颖,许伟,武越.钝体绕流中的计算域设置研究[C]//第十三届全国结构风工程学术会议论文集(下册).2007:1036-1041.
  • 5Beranek W J.Wind environment around single buildings of rectangular shape[J].Heron,1984,29(1):3.
  • 6Yoshihide Tominaga,Akashi Mochida,Ryuichiro Yoshie,et al.AIJ guidelines for practical applications of CFD to pedestrian wind environment around buildings[J].J of Wind Eng and Ind Aerodyn,2008,96(10):1749.
  • 7Richartson G M,Hoxey R P,Robertson A P,et al.The silsoe structures building:comparisons of pressures measured at full scale and in two tunnels[J].J of Wind Eng and Ind Aerodyn,1997,72:187.
  • 8Aynsley Richard M.Politics of pedestrian level urban wind control[J].Building and Envir,1989,24(4):291.
  • 9Davenport A G.An Approach to Human Comfort Criteria for Environment Wind Conditions[M].Stockholm:CIB/WMO Colloquium on Building Climatology,1972.
  • 10Gao Y, Chow W K. Numerical studies on air flow around a cube[J]. J of Wind Eng and Ind Aero,2005,93(2) :115.

引证文献5

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部