| 浅谈短肢剪力墙抗震设计 |
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| 引用本文： | 郝丽华.浅谈短肢剪力墙抗震设计[J].科技情报开发与经济,2006,16(6):277-278. |
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| 作者姓名： | 郝丽华 |
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| 作者单位： | 山西省轻工设计院,山西太原,030001 |
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| 摘 要： | 以某工程为例,对普通现浇钢筋混凝土抗震墙结构和短肢剪力墙—筒体(或一般剪力墙)结构设计方案进行了对比,论述了短肢剪力墙—筒体(或一般剪力墙)结构设计方案的优越性,并指出了短肢剪力墙—筒体结构设计时应注意的问题。
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| 关 键 词： | 短肢剪力墙 抗震设计 地震倾覆力矩 |
| 文章编号： | 1005-6033（2006）06-0277-02 |
| 收稿时间： | 2005-12-06 |
| 修稿时间： | 2005年12月6日 |
Talking about the Aseismic Design of the Short-limb Shear-wall |
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| HAO Li-hua.Talking about the Aseismic Design of the Short-limb Shear-wall[J].Sci-Tech Information Development & Economy,2006,16(6):277-278. |
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| Authors: | HAO Li-hua |
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| Abstract: | Taking a certain project as an example, this paper compares two design schemes of the common cast-in-situ reinforced concrete earthquake-proof-wall structure and the short-limb shear-wall-tube(or the common shear-wall) structure, expounds the advantages of the design scheme of the short-limb shear-wall-tube(or the common shear-wall) structure, and points out some problems needing attention in the design of the short-limb shear-wall-tube (or the common shear-wall) structure. |
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| Keywords: | short-limb shear-wall aseismic design earthquake overturning moment |
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