摘要
武汉开顿国际大厦建筑面积84568m^2,总高度205m,地下2层,地上48层,采用钢筋混凝土框架-核心筒结构,其中层1～24框架柱为型钢混凝土柱。本文介绍了结构选型与平面布置、结构计算及分析、以及主要抗震措施。
The total area of Wuhan Kaidun Plaza is 84568m^2,and the total height is 205m.The building consists of 2 stories underground and 48 stories overground.The structural system is RC frame-corewall structure and SRC column is used from floor 1 to floor 24.The structural design of building is presented and several related problems such as option of structural system,structural arrangement,structural calculation,seismic fortification measures.
出处
《建筑结构》
CSCD
北大核心
2009年第S1期312-315,共4页
Building Structure
关键词
超高层建筑
结构选型
框架-核心筒结构
结构计算
super high-rise building
option of structural system
frame-corewall structure
structural calculation
