| 底部三层框架-抗震墙砖房抗震性能及抗震设计的探讨 |
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| 引用本文： | 沈汝伟,叶敬. 底部三层框架-抗震墙砖房抗震性能及抗震设计的探讨[J]. 贵州工业大学学报(自然科学版), 2006, 35(3): 96-99,102 |
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| 作者姓名： | 沈汝伟 叶敬 |
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| 作者单位： | 贵州大学土木建筑工程学院,贵州,贵阳,550003 |
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| 摘 要： | 综合国内底部一层框架—抗震墙砖房和底部两层框架—抗震墙砖房一些试验研究和通过几个算例探讨了底部三层框架—抗震墙结构的抗震性能,并结合工程实践中对底部一层框架—抗震墙砖房和底部两层框架—抗震墙砖房抗震设计中应注意的问题对这种结构的抗震设计给出提示。
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| 关 键 词： | 底部三层框架—抗震墙砖房 抗震性能 抗震设计 |
| 文章编号： | 1009-0193（2006）03-0096-04 |
| 收稿时间： | 2005-12-10 |
| 修稿时间： | 2005-12-10 |
The Discussions for the Seismic Behavior and Seismic Design of Masonry Building with Two Stories Frame and Shear Wall at the Bottom |
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| SHEN Ru-Wei,YE Jing. The Discussions for the Seismic Behavior and Seismic Design of Masonry Building with Two Stories Frame and Shear Wall at the Bottom[J]. Journal of Guizhou University of Technology(Natural Science Edition), 2006, 35(3): 96-99,102 |
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| Authors: | SHEN Ru-Wei YE Jing |
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| Abstract: | In this paper,the seismic behavior of masonry building with two stories frame and shear wall at the bottom is discussed by synthesizing some domestic testing results of this type of structure.Combing with the engineering practice,problem-needing attention are suggested for the design of the masonry building with two stories frame and shear wall at the bottom. |
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| Keywords: | masonry building with two stories frame and shear wall at the bottom seismic behavior seismic-resistant design |
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