摘要
通过昆明地区大开间砌体墙与钢筋混凝土墙组合结构住宅不同结构方案的对比计算 ,分析了在弹性状态时钢筋混凝土墙承担地震倾覆力矩与钢筋混凝土墙数量的关系 ,以及在罕遇地震作用下设置不同数量钢筋混凝土墙结构之间 ,层间极限承载能力的的差异 。
Through comparative calculation on different structural schemes of large bay residential buildings with masonry wall—R.C.wall composite construction in Kunming district,the relationship between the quantity and the capacity to resist seismic overturning moment of the R.C .wall under elastic state is analyzed.The difference of the inter?story ultimate bearing capacity under seldom occurred earthquake between different quantities of R.C.walls established is also analyzed.Several issues of the requirements of the structural system of such type of buildings are investigated.
出处
《工程抗震》
2003年第3期13-18,共6页
Earthquake Resistant Engineering
关键词
砌体墙与钢筋混凝土墙组合结构
大开间住宅
结构体系
masonry—R.C.wall composite construction,large-bay residential building,structural system
