摘要
本文通过一个八层砖填充墙钢筋混凝土框架抗震设计实例,介绍了考虑砖填充墙承载能力的砖填充墙钢筋混凝土框架抗震设计的方法。
This paper introduces a method of aseismic design for the reinforced concrete frame building with masonry infill walls, through an example of a 8-storey building of this kind of structure, while considering the bearing capacity of the infill walls.
出处
《建筑科学》
1991年第4期49-57,共9页
Building Science