底层框架抗震墙砖房竖向均匀性探讨  

Discussion on Vertical Uniformity of Multistory Brick Buildings with Frame-shear Wall on 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》1998年第4期3-6,共4页Building Structure

摘　　要：依据底层框架抗震墙砖房的受力和变形特点及底层框架抗震墙和上部砖房的抗震性能,对底层与上部砖房的抗震能力宜相匹配的竖向均匀性问题进行了探讨.Based on the characters of seismic load and deformation, aseismic behaviour of frame and shear wall on first story and upper brick building, the vertical uniformity of aseismic capacity for frist story with upper stories is discussed.

关 键 词：框架 剪砖房 抗震能力 竖向均匀性 

分 类 号：TU398.2[建筑科学—结构工程] TU311.3