七层底层框架抗震墙砖房1／2比例模型抗震试验研究  

The Seismic Testing Study of 1/2Scale Model of 7-Story Multi- Story Brick Buildings with Frame Shear Wall in First Story

作　　者：高小旺[1] 孟俊义 廖兴祥[1] 李荷[1] 何江[1] 王菁[1] 肖伟[1] 王金妹[1] 汪颖富 吴 周培正 薄庭辉 宗志桓 

机构地区：[1]中国建筑科学研究院工程抗震研究所,中国建筑西南设计研究院,四川省成都市抗震办公室,四川省房地产开发总公司,天津大学土木系

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

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.

关 键 词：砖结构 房屋 框架 抗震 试验 底层 

分 类 号：TU362.03[建筑科学—结构工程]