210m高异形烟囱横风向动力响应研究*
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(东南大学土木工程学院 RC & PC教育部重点实验室, 南京 210096)[摘要]研究了横风向风荷载对高耸异形烟囱的作用模式,采用计算流体动力学(CFD)方法对烟囱进行了非定常风场数值模拟,获得了烟囱横风向气动参数。结合某电厂210m高异形烟囱初步设计方案进行了横风向风荷载作用下的动力响应分析。[关键词]高耸异形烟囱;横风向动力响应;CFD模拟;时程分析Research on across-wind dynamic response of a 210m-high special-shaped chimneyTang Zhuo, Wang Xue, Shu Lei, Lü Lingyi(Key Laboratory for RC&PC Structure Education Ministry Southeast University, Nanjing 210096,China)Abstract:The across-wind effects on a special-shaped tall chimney are studied. RMS value of lift coefficient and Strouhal number are obtained by unsteady numerical simulation. Time history response of a 210m-high special-shaped chimney is analyzed, and some useful data and conclusions are obtained.Keywords:special-shaped tall chimney; across-wind dynamic response; CFD simulation; time-history analysis*教育部博士点基金资助(20070286017)。作者简介:吕令毅,教授,博导,Email:lylu@seu.edu.cn。参考文献[1]KAREEM A. Model for predicting the acrosswind response of buildings [J]. Engineering Structures, 1984(6): 136-141.[2]GIOVANNI SOLARI. 3-D response of buildings to wind action [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1986,23: 379-393.[3]CHENG C M,KAREEM A. Acrosswind response of reinforced concrete chimneys[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1992,43(3): 2141-2152.[4]梁枢果,夏法宝,邹良浩,等. 矩形高层建筑横风向风振响应简化计算[J]. 建筑结构学报, 2004, 25(5): 48-54.[5]顾明,叶丰. 高层建筑的横风向激励特性和计算模型研究[J]. 土木工程学报, 2006, 39(2): 1-5.[6]NORBERG C. Fluctuating lift on a circular cylinder: review and new measurements [J]. Journal of Fluids and Structures,2003,17 (1): 57-96.[7]张相庭. 横风向旋涡脱落共振响应分析及在规范上的应用 [J]. 建筑科学, 2000, 16(6): 22-25.[8]SAHA A K, et al. Numerical study of the turbulent unsteady wake behind a partially enclosed square cylinder using RANS [J]. Computer Methods in Applied Mechanics and Engineering,1999,178 (3-4):323-341.