底层框架-抗震墙砖房的抗震性能  

Discussion of Aseismic Behaviour of Multi-story Brick Building with Frame-Shear Wall in First Story

作　　者：高小旺[1] 李荷[1] 王菁[1] 肖伟[1] 王金妹[1] 孟钢[1] 

机构地区：[1]中国建筑科学研究院工程抗震研究所,北京100013

出　　处：《建筑结构》1997年第2期3-8,共6页Building Structure

摘　　要：探讨了决定底层框架-抗震墙砖房抗震性能的几个问题,主要有:底层的钢筋砼框架-抗震墙体系应合理设置,底层钢筋砼墙宜为带边框开竖缝的低矮墙,过渡楼层的抗剪和抗弯能力应给予增强和底层与上部砖房的抗震能力宜相匹配等.The problems of aseismic behaviour of multi-story brick buildings with frame and shear wall of first story are discussed. These mainly are: frame - shear walls structures in first story should be rationally designed; the low - rise shear walls should be with vertical seams in first story;shear and flexual capacity in second story should be enhanced;it should match aseismic capacity for first story with upper stories.

关 键 词：底层框-剪砖房 抗震性能 剪力墙 

分 类 号：TU364.01[建筑科学—结构工程] TU311.3