| 异形柱抗震性能分析 |
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| 引用本文： | 李晓芝,姚雷,郭培成,李淑菊.异形柱抗震性能分析[J].地震工程与工程振动,2006,26(3):152-154. |
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| 作者姓名： | 李晓芝 姚雷 郭培成 李淑菊 |
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| 作者单位： | 1. 唐山学院,土木工程系,河北,唐山,063000
2. 山东省三力建筑设计有限公司,山东,济南,250100 |
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| 摘 要： | 异形柱框架结构是1种新型节能住宅结构,本文利用有限元软件,采用反应谱方法,从异形柱与矩形柱框架结构在地震作用下的变形特性和位移着手,研究2种结构的抗震性能,得出了异形柱的抗震性能好的结论。
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| 关 键 词： | 异形柱框架结构 有限元 反应谱 抗震性能 |
| 文章编号： | 1000-1301（2006）03-0152-03 |
| 收稿时间： | 2005-12-04 |
| 修稿时间： | 2005-12-042006-03-09 |
Research on seismic behavior of frame with special-shaped columns |
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| Li Xiaozhi,Yao Lei,Guo Peicheng,Li Shuju.Research on seismic behavior of frame with special-shaped columns[J].Earthquake Engineering and Engineering Vibration,2006,26(3):152-154. |
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| Authors: | Li Xiaozhi Yao Lei Guo Peicheng Li Shuju |
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| Institution: | 1. Dept. of Civil Engineering, Tangshan College, Tangshan 063000, China; 2. Sanli Architectureal-Design Co. Ltd of Shandong Province,Jinan 250100, China |
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| Abstract: | The frame structure with special-shaped columns is a kind of new economical residential buildings.This paper analyses the earthquake resistance of a frame with special-shaped and rectangle columns from deformation and displacement by using finite element and response spectrum method.The conclusion is drawn that the special-shaped columns has better earthquake resistance. |
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| Keywords: | special-shaped columns frame structure finite-element method response spectrum method earthquake resistance |
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