| 隔震结构考虑动力影响的抗倾覆研究 |
| |
| 引用本文： | 王伟刚,盛宏玉. 隔震结构考虑动力影响的抗倾覆研究[J]. 合肥工业大学学报(自然科学版), 2005, 28(1): 68-70 |
| |
| 作者姓名： | 王伟刚 盛宏玉 |
| |
| 作者单位： | 合肥工业大学,土木建筑工程学院,安徽,合肥,230009 |
| |
| 摘 要： | 文章对隔震结构考虑动力影响的抗倾覆问题进行了研究,分析了隔震结构在水平地震作用下的受力状态和影响隔震结构倾覆的条件,给出了高宽比限值的简化计算方法,得出了一些有实际意义的结论。为隔震结构的工程计算与设计提供了方法和依据。
|
| 关 键 词： | 隔震结构 倾覆 高宽比限值 计算方法 |
| 文章编号： | 1003-5060(2005)01-0068-03 |
| 修稿时间： | 2004-04-29 |
Study on the overturning of the base-isolated structures in consideration of dynamic effects of earthquake |
| |
| WANG Wei-gang,SHENG Hong-yu. Study on the overturning of the base-isolated structures in consideration of dynamic effects of earthquake[J]. Journal of Hefei University of Technology(Natural Science), 2005, 28(1): 68-70 |
| |
| Authors: | WANG Wei-gang SHENG Hong-yu |
| |
| Abstract: | The overturning problem of the structures with earthquake isolation devices is studied when dynamic effects of earthquake are considered. The conditions for preventing the base-isolated structures from overturning is pointed out, and the simplified formulation of the limit of the height-to-width ratio is derived. |
| |
| Keywords: | base-isolated structure overturning limit value of height-to-width ratio calculating method |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
