摘要
介绍了砌体组合结构的研究现状,用空间有限元分析方法,探讨了不同剪力墙数量、位置、不同房屋高宽比的混凝土多孔砖砌体墙与钢筋混凝土剪力墙组合结构中砌体墙与混凝土墙承载力的分配关系。
Current situation of research on masonry composite structure is introduced in the paper. Analyses the bearing capacity distribution relation between masonry walls and concrete walls of perforated concrete brick and RC wall composite structure with three dimensional finite elements analysis method. The composite structure is installed with different number and pcsition concrete walls or with different building aspect ratio.
出处
《山西建筑》
2007年第30期86-87,共2页
Shanxi Architecture
关键词
混凝土多孔砖
组合结构
抗震性能
承载力
分配关系
perforated concrete brick, composite structure, seismic behavior, bearing capacity, distribution relation