节点文献

点支式玻璃幕墙索桁架支承体系自振特性算例及分析

Study on model-frequency behavior of cable truss support systems for dot point glass curtain

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 何志鹃陆守明

【Author】 HE Zhijuan,LU Shouming(Dept.of Civil and Architectural Engineering,Hunan University of Arts and Science,Changde415000,China)

【机构】 湖南文理学院土木建筑工程系湖南文理学院土木建筑工程系 湖南常德415000湖南常德415000

【摘要】 国内对点支式玻璃幕墙索桁架支承体系的自振性能研究较少。基此,利用ANSYS软件对索桁架的自振特性进行了探讨,并讨论了索桁架布置形式、拉索截面积、索桁架矢高、撑杆截面积、拉索预应力、索桁架跨度等因素对其自振频率的影响,得到了一些有实用意义的结论。这些结论对该种结构抗风、抗震设计及主次结构共振分析具有指导意义。

【Abstract】 The research on dynamic characteristics of cable truss support system is limited.By resorting to ANSYS software,the dynamic characteristics for point-supporting glass curtain were researched.And something that affect its natural frequency,such as the layout of cable truss,the sectional area of cable,the height of cable truss,the sectional area of bar,as well as the prestress of cable and the span of cable truss were discussed.Some practical conclusions were gained.These conclusions are of guiding significance for anti-wind and anti-earthquake design of this structure as well as the analysis of the anti-resonance of main and sub-main structures.

  • 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2007年01期
  • 【分类号】TU352.11
  • 【被引频次】8
  • 【下载频次】151
节点文献中: 

本文链接的文献网络图示:

本文的引文网络