|Table of Contents|

Numerical Simulation of Characteristics of Mean Wind Pressure Distribution and Flow Field on Typical Spatial Structures(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2008年01期
Page:
76-83
Research Field:
Publishing date:
2008-03-20

Info

Title:
Numerical Simulation of Characteristics of Mean Wind Pressure Distribution and Flow Field on Typical Spatial Structures
Author(s):
LI Qing-ya YE Ji-hong
School of Civil Engineering, Southeast University, Nanjing 210096, Jiangsu, China
Keywords:
computational fluid dynamics numerical simulation spatial structure mean wind pressure pressure coefficient
PACS:
TU311.3
DOI:
-
Abstract:
Based on FLUENT 6.1.22 soft platform with Reynolds stress model(RMS), authors implied the computational fluid dynamics(CFD)numerical simulated technology to research mean wind pressure distribution on typical spatial structures, such as dome, catenoid and elliptic hyperbolic paraboloid, as well as the characteristics of fluid influence around the structures. The numerical simulation results were found to have good agreement with the wind tunnel experimental results. The characteristics of wind pressure distribution and the flow field were discussed by considering some parameters, such as wind velocity, wind direction angle, roughness of terrain, scale and rise-span ratio. Finally, based on the structure shape and the regularity of wind pressure distribution, in site category B, the local wind pressure coefficient of every region was gained, which can provide reference for the engineering design.

References:

[1] 刘尚培,项海帆,谢霁明.风对结构的作用--风工程表3 椭圆双曲抛物面结构的分区风荷载体型系数导论[M].2版.上海:同济大学出版社,1992. LIU Shang-pei,XIANG Hai-fan,XIE Ji-ming.Actionsof Wind Load on Structures-Wind Engineering Introduction[M].2nd ed.Shanghai:Tongji University Press,1992.
[2]ANDERSON J D.Computational Fluid Dynamics:the Basics with Applications[M].Beijing:Tsinghua University Press,2002.
[3]MURAKAMI S.Past,Present and Future of CWE:the View from 1999[C]//LARSEN A,LAROSE G L,LIVESEY F M.Wind Engineering into the 21st Century.Rotterdam:Balkema Press,1999:91-104.
[4]DAVENPORT A G.Past,Present and Future of Wind Engineering[J].Journal of Wind Engineering and Industrial Aerodynamics,2002,90(12):1 371-1 380.
[5]王福军.计算流体动力学分析--CFD软件原理与应用[M].北京:清华大学出版社,2004:128-132. WANG Fu-jun.Computation Fluid Dynamics Analysis:Principle and Application of CFD Software[M].Beijing:Tsinghua University Press,2004:128-132.
[6]MARKATOS N C.The Mathematical Modeling of Turbulence Flows[J].Apply Math Modeling,1986,10(10):190-220.
[7]LIEN F S,LESCHZINER M A.Assessment of Turbulent TransportModels Including Non-liner RNG Eddy-viscosity Formulation and Second-moment Closure[J].Computers and Fluids,1994,23(8):983-1 004.
[8]VERSTEEG H K,MALALASEKERA W.An Introduction to Computational Fluid Dynamics:the Finite Volume Method[M].New York:John Wiley & Sons,1995.
[9]黄本才.结构抗风分析原理及应用[M].上海:同济大学出版社,2001. HUANG Ben-cai.Theory and Application Against Wind Load of Structures[M].Shanghai:Tongji University Press,2001.
[10]李元齐,沈祖炎.本征正交分解法在曲面模型风场重构中的应用[J].同济大学学报:自然科学版,2006,34(1):22-26. LI Yuan-qi,SHEN Zu-yan.Application of the Proper Orthogonal Decomposition Method to Wind Field Reconstruction of Models with Curved Surfaces[J].Journal of Tongji University:Natural Science,2006,34(1):22-26.
[11]楼文娟,卢 旦,孙炳楠.风致内压及其对屋盖结构的作用研究现状评述[J].建筑科学与工程学报,2005,22(1):76-82. LOU Wen-juan,LU Dan,SUN Bing-nan.Review of Wind-induced Internal Pressure and Its Effects on Roof Structures[J].Journal of Architecture and Civil Engineering,2005,22(1):76-82.

Memo

Memo:
-
Last Update: 2008-03-20