底部两层框架抗震墙砖房抗震设计的初步探讨  

The prelim inary inquiry ofaseism ic design forcem ent-brick building with ground tw o-floorfram e aseism ic w alls

作　　者：孟亚平[1] 徐圣田[2] 高秀云[1] 

机构地区：[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

出　　处：《淮南工业学院学报》1999年第3期59-62,共4页Journal of Huainan Institute of Technology(Natural Science)

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。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.

关 键 词：抗震墙砖房 抗震设计 底部两层框架 框架 

分 类 号：TU352.104[建筑科学—结构工程] TU323.504