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局部双层网壳结构的减震设计分析
引用本文:刘锋,杨忠,李丽娟.局部双层网壳结构的减震设计分析[J].空间结构,2011,17(2).
作者姓名:刘锋  杨忠  李丽娟
作者单位:1. 广东工业大学土木与交通工程学院,广东广州,510006
2. 九江学院土木系,江西九江,332005
基金项目:国家自然科学基金资助项目(10772052); 广东省自然科学基金资助项目(8151009001000042,9151009001000059)
摘    要:对增设粘滞阻尼器的局部双层网壳结构进行减振分析,探讨了阻尼器位置、数量、阻尼系数等不同参数对局部双层网壳结构减振性能的影响,分析了不同参数阻尼器的减振效果.计算分析表明:结构阻尼单元的阻尼系数越大,结构的减振效果越好;设置的阻尼器数量越多,结构减振效果越好;对于局部双层球壳结构,斜向设置粘滞阻尼器的效果最佳.

关 键 词:局部双层网壳结构  粘滞阻尼器  减振分析  

Aseismatic design and analysis of partial double-layer spherical reticulated shell structures
LIU Feng,YANG Zhong,LI Li-juan.Aseismatic design and analysis of partial double-layer spherical reticulated shell structures[J].Spatial Structures,2011,17(2).
Authors:LIU Feng  YANG Zhong  LI Li-juan
Affiliation:LIU Feng1,YANG Zhong2,LI Li-juan1(1.Faculty of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhou 510006,China,2.Department of Civil Engineering,Jiujiang University,Jiujiang 332005,China)
Abstract:The aseismatic properties of a partial double layer reticulated shell structure are analyzed in this paper.The effects of damping position,damping number and damping coefficient on dynamic performance of the structure are investigated.The efficiency of the viscous damper system is discussed.The numerical results show that with the increase of damper number and damping coefficient,the dynamic property of the structure improves.It is better for partial double-layer spherical reticulated shell structures to se...
Keywords:reticulated shell structures  viscous damper system  aseismatic analysis  
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