首页 | 本学科首页   官方微博 | 高级检索  
     

泉州中芸洲海景花园建筑群体的干扰效应研究
引用本文:李寿英,陈政清. 泉州中芸洲海景花园建筑群体的干扰效应研究[J]. 建筑结构学报, 2008, 29(2): 19-24
作者姓名:李寿英  陈政清
作者单位:湖南大学风工程试验研究中心,湖南大学风工程试验研究中心 湖南长沙410082,湖南长沙410082
基金项目:国家自然科学基金 , 中国博士后科学基金
摘    要:制作了缩尺比为1∶200的泉州中芸洲海景花园9栋高层建筑的刚性模型,在其外表面布置足够的测点进行了同步测压风洞试验。试验得到了该9栋高层建筑表面的平均风压系数和脉动风压系数。利用风洞试验得到的风荷载数据,研究了该9栋建筑的风致响应,包括位移和加速度响应。结果表明:左右或下游建筑的影响可能会增大上游建筑的背风面"吸力";泉州中芸洲海景花园9栋高层建筑相互干扰效应主要表现为"遮挡"效应,其顶部加速度响应均小于规范限值,能满足人体舒适度的相关要求。

关 键 词:风压系数  风致干扰  高层建筑  加速度  位移  
文章编号:1000-6869(2008)02-0019-06
收稿时间:2008-04-05
修稿时间:2007-05-01

Investigation of wind-induced interference effects on tall buildings of Quanzhou Zhongyunzhou International Seascape Garden
LI Shouying,CHEN Zhengqing. Investigation of wind-induced interference effects on tall buildings of Quanzhou Zhongyunzhou International Seascape Garden[J]. Journal of Building Structures, 2008, 29(2): 19-24
Authors:LI Shouying  CHEN Zhengqing
Affiliation: Wind Engineering Research Center,Hunan University,Changsha 410082,China
Abstract:A rigid model of Quanzhou Zhongyunzhou International Seascape Garden including 9 tall buildings was built with a scale of 1∶200,and adequate pressure taps were arranged on the external surface of these buildings.A wind tunnel test was carried out to obtain the wind loads on them.And then wind-induced responses of these 9 tall buildings,including displacement and acceleration,were analyzed using the wind loads obtained by wind tunnel test.The results show that the suction wind force on leeward wall of a building may be magnified by the effects of parallel or downstream buildings.For the 9 high-rise buildings of Quanzhou Zhongyunzhou International Seascape Garden,the interferences among them mainly exhibit the "sheltering" effects.The accelerations of the 9 high-rise buildings are smaller than the specified in Chinese Code,so the demand of body comfort can be satisfied.
Keywords:high-rise building  wind-induced interference  wind pressure coefficient  displacement  acceleration
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《建筑结构学报》浏览原始摘要信息
点击此处可从《建筑结构学报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号