摘要
砖墙-钢筋混凝土剪力墙组合结构是从砌体结构的基础上发展起来的一种新结构体系,该种结构在砼墙配置合理的情况下具有良好的抗震性能,在设防烈度为8度地区建造这种结构的房屋是可行的.
Composite structure of brick wall and reinforced concrete shear wall is a new structure system developed from masonry structure.This structure has high seismic performance when the concrete wall is arranged reasonably,which is feasible in the area of 8 degree seismic fortification.
出处
《内蒙古科技大学学报》
CAS
2009年第3期262-265,共4页
Journal of Inner Mongolia University of Science and Technology
关键词
砖墙-钢筋混凝土剪力墙组合结构
抗震性能
8度地震区
composite structure of brick walls and reinforced concrete walls
seismic performance
8 degree seismic regions
