期刊文献+

建筑风场任意六面体同位网格系统的数值模拟

Numerical Simulation of Wind Fields around Buildings Using Arbitrary Collocated Hexahedron Grids
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摘要 开发了建筑风场数值模拟程序W SB,自动生成任意六面体同位网格系统,建立控制方程的离散方式,实现与网格系统相适应的通用S IM PLE算法.对于网格非正交性和两相邻单元的中心连线与其公共面中心点的错位等两方面进行的修正,以显式的处理归入源项中,以保证控制方程离散的统一性和程序的通用性.通过对双坡屋面建筑模型的风场数值模拟和正方体网格系统的建筑风场数值模拟结果进行比较,以及与风洞试验结果相比较,都有相一致的结果. An in-house computer program, named Wind Simulation of Buildings (WSB), is developed in this study to model wind fields around buildings. This program is capable of automatically generating collocated grids consisting of arbitrary hexahedrons, based on which the discreteness of the governing equation is formed. The general SIMPLE algorithm which is compatible with the generated grid, is implemented in the program. In addition, corrections are explicitly made in the source term in the governing equation to offset the negative effects of grid non-orthogonality and dislocation between the lines connecting the centroidal points of adiacent elements and the center of their common surface. This ensures the unification of the discreteness of the governing equation and the generality of the program. The wind field around a double-sloped building model is simulated using the developed program to validate the proposed method. The numerical results are compared with those from the tests of the meshes, composed of cubes, and the wind tunnel. It is demonstrated that the proposed method is more effective, accurate and general.
出处 《中南林学院学报》 CSCD 北大核心 2006年第3期32-37,共6页 Journal of Central South Forestry University
基金 国家自然科学基金资助项目"建筑风载及风环境的分层自适应数值模拟"(59908010)
关键词 非正交六面体网格 错位修正 有限体积法 SIMPLE算法 建筑风场 non-orthogonal hexahedron grids corrections to dislocation effect finite volume method SIMPLE algorithm building wind field
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参考文献9

  • 1Zhou Y,Stathopoulos T.A new technique for the numerical simulation of wind flow around buildings[J].J.Wind Eng.Indus.Aerodyn.,1997,72:137-147.
  • 2Murakami S.Current status and future trends in computational wind engineering[J].J.Wind Eng.Indus.Aerodyn.,1997,67-68:3-34.
  • 3Surry D.Wind loads on low-rise buildings:Past,present and future[A].Wind Engineering into the 21 st Century-Proceedings of the 10th International Conference on Wind Engineering[C].Denmark:Copenhagen,1999.21-24.
  • 4Ststhopoulos T,Zhou Y.Numerical evaluation of wind pressures on flat roofs with thek-ε model[J].Building and Environment,1995,30(2):267-276.
  • 5陈水福,孙炳楠,唐锦春.建筑表面风压的三维数值模拟[J].工程力学,1997,14(4):38-43. 被引量:17
  • 6Baskaran A,Stathopoulos T.Computational evaluation of wind effects on buildings[J].Bldg Environ,1989,24(4):325-333.
  • 7Paterson D A,Holmes J D.Computation of wind pressures on low-rise structures[J].J.Wind Eng.Indus.Aerodyn.,1995,41-44:1629-1640.
  • 8Wiren B G.Effects of surrounding buildings on wind pressure distributions and ventilative heat losses for a single family house[J].J.Wind Eng.Indus.Aerodyn.,1983,15:15-26.
  • 9丁科,唐小弟.低应变反射波法波形曲线的分析[J].中南林学院学报,2004,24(2):89-93. 被引量:18

二级参考文献3

  • 1JGJ/T93-95.地质矿产部勘查技术司.中华人民共和国行业标准.基桩低应变动测规程()[S].[S].北京:中国建筑工业出版社,1995..
  • 2潘景龙.混凝土结构性能评定和探测[M].哈尔滨:黑龙江科技出版社,1993..
  • 3郭平.敲击法测桩的波动原理[J].湖南大学学报(自然科学版),1992,19(4):82-88. 被引量:8

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