摘要
通过设置钢筋砼构造柱的网状配筋砖砌体墙的拟动力试验,分析了这种墙体的破坏特征和变形性能,建立了抗震承载力计算公式,为抗震设防地区采用这类墙体的房屋设计提供依据.
According to the pseudo- dynamic test of brick masonry wail with R. C. constructional columns and steel networks in bed joints, the failure characteristics and deformation performance of this kind of wall have been analyzed. The calculation formula of aseismic bearing capacity is established. Based on this study, some practical recommendations for design and calculation of this sort of building in seismic region are presented.
出处
《建筑结构》
CSCD
北大核心
1996年第9期9-14,42,共7页
Building Structure
关键词
钢筋混凝土
构造柱
网状配筋
砖墙
抗震
reinforced concrete
constructional column
brick masonry wall
steel networks
bed joint
seismic behavior
