长沙某超高层框架-核心筒结构设计  

Frame-core wall structural design of a super high-rise building in Changsha

作　　者：龙业平 LONG Yeping(Hunan Forever Construction Engineering Design Co.Ltd,Changsha 410012)

机构地区：[1]湖南方圆建筑工程设计有限公司,湖南长沙410012

出　　处：《福建建筑》2023年第1期39-42,63,共5页Fujian Architecture & Construction

摘　　要：长沙某超高层结构高度149.50 m,根据塔楼使用人数,结构按重点设防类别进行抗震设计。塔楼采用框架-核心筒结构体系,论述了基础设计、楼板不连续、设备层、墙体稳定。得出有利于工程设计的应用结果。The total height of a super high-rise building in Changsha is 149.50m. According to the number of tower users, the structure was designed for earthquake resistance according to the critical fortification category. The tower adopts a frame-corewall structure system. Foundation design, local floor discontinuity, mechanical floor, wall stability were studied.The results obtained is helpful to the application of engineering design.

关 键 词：超高层建筑 框架-核心筒结构 受剪承载力 设备层 墙体稳定 

分 类 号：TU973[建筑科学—结构工程]