摘要
论述了对于具有较大开间和进深的砌体结构房屋，可采用钢筋混凝土薄壁框架体系取代砌体外纵墙．经多项民用建筑试用表明，这一方法既可增加砌体结构房屋的抗震能力。
Reinforced concrete thin-wall frame system can be used in the construction of broad space masonry structure instead of lengthwise outer wall masonry structure.The results of a number of tests for this design conducted in civil architecture have proved that it can greatly improve aseismic capacity in masonry structure buildings.It is also testified that this design can enlarge the application scope of masonry structure.
出处
《湘潭大学自然科学学报》
CAS
CSCD
1999年第1期107-109,共3页
Natural Science Journal of Xiangtan University
关键词
砌体结构
薄壁框架体系
外纵墙
抗震设计
墙
masonry structure , thinwall frame system, aseismic, lengthwise outer wall
