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隔震结构考虑动力影响的抗倾覆研究
Study on the overturning of the base-isolated structures in consideration of dynamic effects of earthquake
【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。
【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.
【关键词】 隔震结构;
倾覆;
高宽比限值;
计算方法;
【Key words】 base-isolated structure; overturning; limit value of height-to-width ratio; calculating method;
【Key words】 base-isolated structure; overturning; limit value of height-to-width ratio; calculating method;
- 【文献出处】 合肥工业大学学报(自然科学版) ,Journal of Hefei University of Technology(Natural Science) , 编辑部邮箱 ,2005年01期
- 【分类号】TU352.1
- 【被引频次】17
- 【下载频次】270