底部两层框架-抗震墙上部四层砖房的抗震试验研究  

Aseismic Experimental Investigation on Two-story frame-seismic Wall Structure Supported Four-story Masonry Building

作　　者：程文瀼[1] 张晓峰[1] 郑备 樊德润[2] 黄慕贞 李柏年 

机构地区：[1]东南大学土木工程学院,南京210096 [2]江苏省建筑设计研究院,南京210008

出　　处：《建筑结构》1999年第9期30-34,共5页Building Structure

摘　　要：介绍了三个试验，即中等高度钢筋砼抗震墙试验、一个单元的框架－抗震墙试验以及底部两层框架－抗震墙上部四层砖房模型的振动台试验。分别阐述了这类建筑在多遇、罕遇地震作用下的承载力和弹塑性变形分析。最后提出了工程应用建议，认为通过正确的抗震设计，这类建筑能用于抗震设防烈度不大于８度的地震区。The paper briefs three tests including the test of mid-rise R. C. seismic wall, the model test of a unite structure with two-story frame-seismic wall and the shacking table test of the model for four-story masonry building supported by two-story frame-seismic wall. The paper describes the analysis of the carrying loading capacity and the elas-plastic deformation of these kind of buildings under the earthquake. Finally, the authors put foward the engineering application suggestion that the multi-story masory supported by two frames-seismic wall structure can be constructed in the seismic area if its seismic design intensity is not greater than & degree.

关 键 词：多层砖房 框架-抗震墙 底部剪力法 抗震试验 

分 类 号：TU398.203[建筑科学—结构工程]