金  波，  王  新，  温四清
（武汉市建筑设计院，武汉430014）

[摘要] 武汉开顿国际大厦建筑面积84568m²，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。
[关键词] 超高层建筑；结构选型；框架-核心筒结构；结构计算

    Analysis and Calculation of Wuhan Kaidun Plaza
    Jin Bo, Wang Xin, Wen Siqing
    ( Wuhan Architectural Design Institute, Wuhan 430014, China)

Abstract: The total area of Wuhan Kaidun Plaza is 84568m² ,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.
Keywords: super high-rise building; option of structural system; frame-corewall structure; structural calculation