| 高层框架剪力墙结构的层间隔震分析 |
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| 引用本文： | 郭小宁,盛宏玉. 高层框架剪力墙结构的层间隔震分析[J]. 合肥工业大学学报(自然科学版), 2006, 29(10): 1278-1281 |
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| 作者姓名： | 郭小宁 盛宏玉 |
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| 作者单位： | 合肥工业大学,土木建筑工程学院,安徽,合肥,230009;合肥工业大学,土木建筑工程学院,安徽,合肥,230009 |
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| 摘 要： | 简要阐述了层间隔震体系的隔震原理、动力性能等及其与一般的基础隔震的区别,然后以框架剪力墙结构为例,利用ANSYS软件分析了层间隔震的减震效果;说明了层间隔震结构对于大震具有比较明显的减震效果,并且施工方便,是一种具有发展前途的减震体系。
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| 关 键 词： | 层间隔震 橡胶支座 隔震层 |
| 文章编号： | 1003-5060(2006)10-1278-04 |
| 修稿时间： | 2005-11-03 |
Interlayer seismic isolation analysis of shear-frame structure |
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| GUO Xiao-ning,SHENG Hong-yu. Interlayer seismic isolation analysis of shear-frame structure[J]. Journal of Hefei University of Technology(Natural Science), 2006, 29(10): 1278-1281 |
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| Authors: | GUO Xiao-ning SHENG Hong-yu |
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| Abstract: | The vibration reduction mechanism and dynamic characteristics of the interlayer seismic isolation system and the difference between such system and the base isolation system are introduced.Then by taking a shear-frame structure as an example,the vibration reduction results of the interlayer seismic isolation system are analyzed by using the ANSYS structure program.The results indicate that the interlayer seismic isolation system is effective especially in reducing severe earthquakes.As it is easy to construct,it is an attractive way to reduce structural seismic response. |
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| Keywords: | interlayer seismic isolation system rubber bearing isolation floor |
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