期刊文献+

单体1:1:6方形截面建筑绕流的大涡模拟 被引量:7

Large eddy simulation of flow around a single square building model with 1:1:6 shape
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摘要 基于Fluent 6软件平台,采用大涡模拟(LES)方法对一宽高比为1:1:6的高层建筑缩尺模型表面的平均和脉动风压进行了数值模拟,并与相应风洞试验结果进行了比较和分析,然后,研究了不同来流湍流度对结构表面风压分布的影响。结果表明:(1)对于类似研究的0°风向角下的方形截面建筑来说,结构迎风面风压直接受来流湍流的影响;侧面由于存在流动分离,其风压主要受分离产生的特征湍流的影响,受来流湍流度的影响较小;而背风面处于复杂的尾流区,其表面风压受到的影响因素比较复杂。(2)在风压系数的统计特性和自谱上,LES结果与风洞试验结果均能够基本保持一致,LES方法能够较准确预测结构表面的平均和脉动风压分布。 Based on Fluent 6,the mean and fluctuating wind pressure coefficients of a high-rise building scaled model with aspect ratio of 1:1:6 were numerically simulated by adopting large eddy simulation(LES).The simulated results were firstly compared with those of wind tunnel tests.Then,the effect of incoming flow turbulent intensity on the wind pressure distribution on the structure was investigated.The results showed that(1) For similar structures,the wind pressure on the windward face is directly affected by oncoming flow turbulence,while the lateral faces are almost not affected but mainly affected by the signature turbulence caused by the flow separation;for the reason that the leeward face is located in the wake of the flow,the factors influencing wind pressure on the leeward face are relatively complex;(2) the statistic characteristics and the spectra of the wind pressure coefficients for LES results are elementarily in accordance with those of wind tunnel test results;LES technique can precisely predict the mean and fluctuating wind pressure distributions on surface of structures.
出处 《振动与冲击》 EI CSCD 北大核心 2011年第5期96-100,共5页 Journal of Vibration and Shock
基金 国家自然科学基金重大研究计划重点项目(90715040) 国家自然科学基金项目(51078225) 国家科技支撑计划课题(2006BAJ03B04) 上海市科技攻关计划资助(09dz1207704)
关键词 高层建筑 大涡模拟 风洞试验 平均风压系数 脉动风压系数 high-rise building large eddy simulation(LES) wind tunnel test mean wind pressure coefficient fluctuating wind pressure coefficient
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参考文献10

  • 1顾明,杨伟,傅钦华,周建龙.上海铁路南站屋盖结构平均风荷载的数值模拟[J].同济大学学报(自然科学版),2004,32(2):141-146. 被引量:32
  • 2Meroney R N. Comparison of numerical and wind tunnel simulation of wind loads on smooth, rough and dual domes immersed in a boundary layer [ J ]. Wind and Structures, 2002, 5(2 -4) :347 -358.
  • 3陈勇,黄本才,林颖儒,徐晓明.体育场内风流场和直缘主看台挑篷风压力分布的三维数值模拟[J].建筑结构,2002,32(9):56-58. 被引量:12
  • 4郑德乾,顾明,周晅毅,张伟育,方卫,张安安.世博轴膜面平均风压的数值模拟研究[J].建筑结构学报,2009,30(5):212-219. 被引量:19
  • 5Tamura T. Towards practical use of LES in wind engincering [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96( 10 - 11 ) :1451 - 1471.
  • 6Huang S tt, Li Q S, Xu S L. Numerical evaluation of wind effects on a tall building by CDF [J]. Journal of Constructional Steel Research, 2006, 63 ( 5 ) :612 - 627.
  • 7Nozawa K, Tamura T. Feasibilily study of LES on predicting wind loads on a high-rise building [ C]. In: Proceedings of 11^th International Conference on Wind Engineering, 2003, 2519 - 2526.
  • 8Tominaga Y, Mochida A, Murakami S, et al. Comparison of various revised k-epsilon models and LES applied to flow around a high-rise building model with 1:1:2 shape placed within the surface boundary layer [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96 (4): 389 - 411.
  • 9Lira H C, Thomas T G, Castro I P. Flow around a cube in a turbulent boundary layer: LES and experiment [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 2009, 97(2) :96 - 109.
  • 10Smirnov A, Shi S, Celik I, Random Flow Generation Technique for Large Eddy Simulations and Particle-Dynamics Modeling [ J ], Journal of Fluids Engineering-Transaction of the ASME, 2001, 123(2) :359 -371.

二级参考文献8

  • 1王建军.运动场挑篷风洞试验.第五届全国结构风效应学术会议论文集[M].,1986..
  • 2顾明.上海南站工程风荷载和响应研究[R].上海:同济大学土木工程防灾国家重点实验室,2002..
  • 3吴江航 彭高柱 杨立新 等.土木工程结构数值风洞的风压模拟[A]..大型复杂结构体系的关键科学问题及设计理论研究论文集[C].大连:大连理工大学出版社,1999.75-82.
  • 4顾明,周晅毅.世博轴及地下综合体工程抗风研究:风洞试验和响应计算[R].上海:同济大学土木工程防灾国家重点实验室,2007.
  • 5Meroney R N. Comparison of numerical and wind tunnel simulation of wind loads on smooth, rough and dual domes immersed in a boundary layer [ J]. Wind and Structures ,2002,5 ( 2-4 ) :347-358.
  • 6陈勇,黄本才,林颖儒,徐晓明.体育场内风流场和直缘主看台挑篷风压力分布的三维数值模拟[J].建筑结构,2002,32(9):56-58. 被引量:12
  • 7杨伟,顾明.高层建筑三维定常风场数值模拟[J].同济大学学报(自然科学版),2003,31(6):647-651. 被引量:102
  • 8顾明,杨伟,傅钦华,周建龙.上海铁路南站屋盖结构平均风荷载的数值模拟[J].同济大学学报(自然科学版),2004,32(2):141-146. 被引量:32

共引文献55

同被引文献50

  • 1邓见,任安禄,邹建锋.方柱绕流横向驰振及涡致振动数值模拟[J].浙江大学学报(工学版),2005,39(4):595-599. 被引量:18
  • 2杨伟,金新阳,顾明,陈素琴.风工程数值模拟中平衡大气边界层的研究与应用[J].土木工程学报,2007,40(2):1-5. 被引量:36
  • 3孙芳锦,张大明,殷志祥.索膜结构在竖向脉动风影响下的风振响应研究[J].钢结构,2007,22(2):9-13. 被引量:1
  • 4Wang HF, Zhou Y. The finite-length square cylinder nearwake. J Fluid Mech, 2009, 638:453-490.
  • 5Bourgeois JA, Sattari P, Martinuzzi RJ. Alternating half- loop shedding in the turbulent wake of a finite surface- mounted square cylinder with a thin boundary layer. Phys Fluids, 2011, 23(9): 95-105.
  • 6Sattari P, Bourgeois JA, Martinuzzi RJ. On the vortex dy- namics in the wake of a finite surface-mounted square cylin- der. Exp Fluids, 2012, 52(5): 1149-1167.
  • 7Kawai H, Okuda Y, Ohashi M. Near wake structure behind a 3D square prism with the aspect ratio of 2.7 in a shal- low boundary layer flow. J Wind En9 Ind Aerodyn, 2012, 104-106:196-202.
  • 8Smagorinsky J. General circulation experiments with the primitive equations. Monthly Weather Review, 1963, 91(3)= 99-165.
  • 9Krajnovic S, Davidson L. Large eddy simulation of the flow around a bluff body. AIAA Journal, 2002, 40(5): 927-936.
  • 10Pattenden R J, Bressloff NW, Turnock SR, et al. Unsteady simulations of the flow around a short surface-mounted cylinder. Int J Numerical Methods in Fluids, 2007, 53(6): 895-914.

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