摘要
比较了厦门商城1#楼五十层超高层二种结构方案:钢筋砼框-简结构;SRC巨柱-筒体抗侧力体系,介绍了钢-砼混合结构(即SRC结构)的设计方法及SRC结构在超高层建筑中发挥的作用.
Two structural schemes, resisting system of reinforced concrete (RC) frame-tube and that of steel-reinforced concrete (SRC) huge column-tube,of the building of fifty stories (Tower 1) in Xiamen Commerce Towers were compared. The design method of the SRC resisting system was shown. The effect of SRC system on super high-rise building was discussed.
出处
《厦门大学学报(自然科学版)》
CAS
CSCD
北大核心
1996年第4期528-532,共5页
Journal of Xiamen University:Natural Science