首页 | 本学科首页   官方微博 | 高级检索  
     检索      

平屋面结构风致响应的多参数对比试验
引用本文:余世策,楼文娟,孙炳楠,卢旦.平屋面结构风致响应的多参数对比试验[J].实验力学,2007,22(5):457-462.
作者姓名:余世策  楼文娟  孙炳楠  卢旦
作者单位:1. 浙江大学,土木工程学系,杭州,310027
2. 浙江大学,土木工程学系,杭州,310027;浙江大学,宁波理工学院,建筑工程系,宁波,315100
3. 上海现代建筑设计(集团)有限公司,上海,200041
摘    要:对大跨度平屋面气弹模型的风致响应特性进行了多参数对比的风洞试验研究。采用预张力索网结构体系设计制作了可调刚度的大跨度平屋盖结构的气弹模型,在大气边界层风洞中对来流风速、屋盖刚度和墙面开孔等参数的影响进行屋盖风致响应对比试验。试验研究结果表明,屋盖风致加速度响应随着来流风速或墙面开孔面积的增大而增大,随着屋盖刚度或墙面孔隙率的增大而减小,屋盖与内压的耦合效应对屋盖响应的影响较大。

关 键 词:柔性屋盖  风致响应  气弹模型  可变刚度  开孔
文章编号:1001-4888(2007)05-0457-06
修稿时间:2007-01-25

Multiparameter Comparison Tests for Wind-induced Response of Flat Roof Structures
YU Shi-ce,LOU Wen-juan,SUN Bing-nan,LU Dan.Multiparameter Comparison Tests for Wind-induced Response of Flat Roof Structures[J].Journal of Experimental Mechanics,2007,22(5):457-462.
Authors:YU Shi-ce  LOU Wen-juan  SUN Bing-nan  LU Dan
Institution:1. Department ot Civil Engineering, Zhejiang University, Hangzhou 310027, China ; 2. Department of Architecture Engineering, Ningbo College of Technology, Zhejiang University, Ningbo 315100,China; 3. Shanghai Xian Dai Architectural Design (Group
Abstract:Multiparameter comparison wind tunnel tests were conducted to study wind-induced response characteristics for long-span flat roof structure aeroelastic models.Pre-stressed stretching architecture was applied to design the aerodynamic model for long-span flat roof structure with adjustable stiffness.The wind-tunnel tests were conducted to study the influence of wind speed,roof stiffness and wall opening to wind-induced dynamic response of the roof.It was shown that wind-induced acceleration response increased when the wind speed or the opening area increased,while it decreased when the roof stiffness or the wall porosity increased.The coupling effect of the roof and the internal pressure had great impact on the wind-induced response of the roof.
Keywords:flexible roof  wind-induced response  aerodynamic model  variable stiffness  opening
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《实验力学》浏览原始摘要信息
点击此处可从《实验力学》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