摘要
本文简述了七层底层框架抗震墙砖房１／２比例模型的抗震试验及其试验结果，并对模型的极限承载力、开裂和极限位移等进行了分析，评价了这类房屋的抗震能力。对于在７度区建造总层数为七层的底层框架抗震墙砖房给予了肯定的结论，并提出了对这类房屋应增强过渡楼层墙体抗剪、抗弯能力等的设计建议。
In this paper,the seismic test and its results of a 1/2 scale model of 7-story multi-story brick buildings with frame and shear wall in first story are presented.The load-bearing ca-pacity and ultimated deformation were analysed and the aseismic capacity of buildings of this typewas evaluated. The conclusion that a 7-story brick building with frame and shear wall in first sto-ry can be built in areas of basic seismic intensity of VII is drawn. Meanwhile the design recom-mmedation of enhanced shear and bending capacity of brick wall in transitional story of buildingsof this type are put forward.
出处
《建筑科学》
1995年第4期18-23,共6页
Building Science
基金
建设部科研合同资助
