首页 | 本学科首页   官方微博 | 高级检索  
     

设有外镂空装饰结构的扭转体型高层建筑风荷载研究
引用本文:沈国辉,钱涛,杨晓强,方鸿强,楼文娟.设有外镂空装饰结构的扭转体型高层建筑风荷载研究[J].建筑结构学报,2013,34(6):68-74.
作者姓名:沈国辉  钱涛  杨晓强  方鸿强  楼文娟
作者单位:1.浙江大学 土木工程学系, 浙江杭州 310058; 2.中国汉嘉设计集团, 浙江杭州 310005
摘    要:对设有外镂空装饰结构的扭转体型高层建筑的风荷载采用风洞试验方法进行研究,分析扭转体型高层建筑风压和风荷载合力的分布特征,研究装饰结构对主体结构风压分布的影响、装饰结构自身内外表面的风压分布特点,比较有无装饰结构的扭转体型高层建筑风荷载合力。结果表明:扭转体型对主体结构的局部风压和扭矩产生较大的影响,但对主体结构X向和Y向风荷载合力的影响不大;装饰结构对主体结构迎风面和背风面的风压影响较小,但能明显减小主体结构侧风面风压的平均值和脉动效应,使得主体结构的极值负压得到降低,有利于围护结构的抗风设计;装饰结构上同一位置内外表面的平均风压非常接近,合成的净压值很小;装饰结构对于主体结构的平均风荷载影响较小,但降低了主体结构风荷载的脉动效应,对主体结构的抗风有利。

关 键 词:风洞试验    风荷载    扭转  风压  高层建筑  

Study of wind loads on torsion shaped high-rise building with outer pierced ornament structure
SHEN Guohui,QIAN Tao,YANG Xiaoqiang,FANG Hongqiang,LOU Wenjuan.Study of wind loads on torsion shaped high-rise building with outer pierced ornament structure[J].Journal of Building Structures,2013,34(6):68-74.
Authors:SHEN Guohui  QIAN Tao  YANG Xiaoqiang  FANG Hongqiang  LOU Wenjuan
Affiliation:1.Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China;; 2.Hanjia Design Group of China, Hangzhou 310005, China
Abstract:In order to obtain wind loads on a torsion shaped high-rise building with outer pierced ornament structure, wind tunnel testing method was employed. The distribution characteristics of wind pressures and resultant forces on the torsion shaped high-rise building were analyzed. The influence of the ornament structure on wind pressure distribution of the main building was investigated. The wind pressure distribution on the ornament structure itself was also studied. Finally, the resultant forces on the torsion shaped high-rise building with or without the ornament structure were compared. Results show that the torsion shape has significant influences on the local wind pressures and torsional moments of the building and has insignificant influences on the resultant forces in X and Y directions of the building. The ornament structure has insignificant influences on the pressures in the windward and leeward surfaces of the main structure. However, the mean and fluctuating wind loads on the side wind surface of the main structure can be reduced significantly due to the influence of the ornament structure, resulting in a reduction in peak negative pressure which is quite beneficial for wind-resistant design of enclosure structures. The wind pressures on the inner and outer surfaces of the ornament structure are quite close, indicating that the net wind pressures on the ornament structure are very low. Totally speaking, the ornament structure has a insignificant influence on mean wind loads of the main building, but it can reduce the fluctuating wind loads on the main building to some extent. As a result, the wind-resistant design of the main building is beneficial from the existing of the ornament structure.
Keywords:high-rise building  wind load  wind tunnel test  torsional effect  wind pressure
本文献已被 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