| 底部两层框架抗震墙砖房抗震设计的初步探讨 |
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| 引用本文： | 孟亚平,徐圣田,高秀云.底部两层框架抗震墙砖房抗震设计的初步探讨[J].安徽理工大学学报(自然科学版),1999,19(3):59-62. |
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| 作者姓名： | 孟亚平 徐圣田 高秀云 |
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| 作者单位： | 1. 淮南市建筑勘察设计研究院,安徽,淮南,232007
2. 合肥工业大学,安徽,合肥,230001 |
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| 摘 要： | 就底部两层框架抗震墙砖房抗震设计的几个问题，提出底部两层框架抗震墙体系的合理布置，过渡楼层抗剪抗弯能力应适当增强，以及构造措施等。
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| 关 键 词： | 抗震墙砖房 抗震设计 底部两层框架 |
| 文章编号： | 1001-7038（1999）03-0059-04 |
The preliminary inquiry of aseismic design for cement-brick building with ground two-floor frame aseismic walls |
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| MENG Ya-ping,XU Seng-tian,GAO Xiu-yun.The preliminary inquiry of aseismic design for cement-brick building with ground two-floor frame aseismic walls[J].Journal of Anhui University of Science and Technology:Natural Science,1999,19(3):59-62. |
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| Authors: | MENG Ya-ping XU Seng-tian GAO Xiu-yun |
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| Institution: | 1. Huainan civiland Reconnaissance Design Institute; 2. HefeiUniversity ofTechnology |
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| Abstract: | According to som e com m on problem s of aseism ic design for cem ent-brick building w ith ground tw o-floor fram e aseism ic w alls, the thesis raises opinions such as resonable layoutforthe ground two-floor fram e aseism ic walls, shear-resist and bend- resistability ofthe transition floors should be strengthened. |
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| Keywords: | cem ent-brick building w ith aseism ic w alls aseism ic design ground tw o-floor fram e |
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