| 底层框架砖混结构的抗震设计 |
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| 引用本文： | 郄东明.底层框架砖混结构的抗震设计[J].山西建筑,2003,29(6):42-43. |
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| 作者姓名： | 郄东明 |
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| 作者单位： | 阳泉市建筑设计院,山西,阳泉,045000 |
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| 摘 要： | 结合我国多年来底层框架抗震墙砖混结构的震害经验 ,对底层框架—抗震墙砖混结构的震害进行了分析 ,总结了其抗震设计的基本要求和具体措施
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| 关 键 词： | 底层—框架抗震墙 抗震能力 砖混结构 |
| 文章编号： | 1009-6825(2003)06-0042-02 |
| 修稿时间： | 2003年3月5日 |
The seismic design of brick masonry building with frame-shear wall in the ground floor |
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| QIE Dong,ming.The seismic design of brick masonry building with frame-shear wall in the ground floor[J].Shanxi Architecture,2003,29(6):42-43. |
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| Authors: | QIE Dong ming |
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| Abstract: | Combined with investigations on several years seismic damages of brick masonry building with frame shear wall in the ground floor the seismic damages of this kind of structure building are analyzed. And based upon aseismic design code for buidings basic requirements of aseismic design and concrete measures are summarized. |
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| Keywords: | frame shear wall structure earthquake resistance capacity brick masonry structure |
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