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体育场环状悬挑屋盖脉动风压数值模拟
引用本文:汪丛军,黄本才,徐晓明,林高.体育场环状悬挑屋盖脉动风压数值模拟[J].上海力学,2005,26(4):700-707.
作者姓名:汪丛军  黄本才  徐晓明  林高
作者单位:[1]同济大学固体力学教育部重点实验室,上海200092 [2]上海建筑设计研究院有限公司,上海200041
摘    要:本文提出了预测悬挑屋盖上脉动风压的实用方法,用数值模拟中稳态计算得到的平均压力、平均速度和湍动能的分布计算大跨屋盖的脉动风压。以昆山体育场为例,通过数值模拟的平均压力系数、湍动能分布及脉动风压与风洞实验结果的比较,验证了用数值模拟方法预测环状悬挑屋盖脉动风压的有效性,并建议了需选用的合适湍流模型和参考点的风速。

关 键 词:数值模拟  悬挑屋盖  平均风压  脉动风压  湍动能
文章编号:0254-0053(2005)04-700-8
收稿时间:2005-04-30
修稿时间:2005年4月30日

Numerical Simulation of Fluctuating Wind Pressure on Annular Cantilevered Roofs of Stadium
WANG Cong-jun, HUANG Ben-cai, XU Xiao-ming, LIN Gao.Numerical Simulation of Fluctuating Wind Pressure on Annular Cantilevered Roofs of Stadium[J].Chinese Quarterly Mechanics,2005,26(4):700-707.
Authors:WANG Cong-jun  HUANG Ben-cai  XU Xiao-ming  LIN Gao
Institution:1. Key Laboratory of Solid Mechanics of MOE, Tongji University, Shanghai 200092, China ; 2. Shanghai Institute of Architectural Design and Research, Shanghai 200041, China
Abstract:A practical method was presented to predict fluctuating wind pressure on annular cantilevered roofs of stadium. Root mean square (r. m. s.) pressures could be quickly estimated from the calculated mean pressures, mean velocities and turbulence kinetic energy. The method was applied to Kunshan stadium. The results of mean and r.m.s. pressures calculated by numerical simulation were shown to be in good agreement with the wind tunnel experimental data and gave confidence for future cantilevered roofs simulations. Advices were proposed to choose the proper turbulence models and the velocity on the reference point.
Keywords:numerical simulation  cantilevered roofs  mean pressures  fluctuating pressures  turbulence kinetic energy  turbulence model
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