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.
出处
《建筑结构》
CSCD
北大核心
1998年第4期3-6,共4页
Building Structure
关键词
框架
剪砖房
抗震能力
竖向均匀性
aseismic capacity
vertical uniformity
ground floor
frame
shear wall
