摘要
湖北广电传媒基地项目办公大楼位于湖北省武汉市,建筑高度为189.3m,为6度地区拟建的超高层建筑。采用混凝土框架-核心筒结构体系,立面呈现腰鼓形,十二层以上框架柱为向内侧倾斜的斜柱。通过两种计算软件,对整体和细部有针对的进行分析。满足了结构的安全要求。
The new office building of Hubei radio and TV station located at Wuhan with 189. 3m,is a super high-rise structures in 6 degree- earthquake fortification zone. The frame-core wall structural system is adopted in the structural design. The facade presents drum. The frame column is cylindrical below the F12,which is the inclined column above the F12. The building's overall and detail is used to being analyzed by two kinds of calculation software,the result shows that the structure meet the safety requirements.
出处
《建筑结构》
CSCD
北大核心
2013年第S1期57-64,共8页
Building Structure
关键词
超高层建筑
框架-核心筒
抗侧刚度
地震作用
super high-rise building
frame-corewall
lateral stiffness
seismic action
