摘要
上海盛大中心位于浦东新区世纪大道,是一幢40层高的现代化超高层办公建筑,采用钢筋混凝土核心筒+钢框架混合结构体系,主要抗侧力体系是中央的钢筋混凝土韧性核心筒,二级抗侧力体系由外围的钢框架组成。从结构选型、计算参数取值、结构设计、超限处理等方面进行了详述,对该项目的结构设计进行了总结。
Shanghai Grand Center is located at Century road Pudong new district in Shanghai.The office building is with the height of 166.5 meters,which has 40 stories over ground.The structural system of the office building is steel frame plus reinforced concrete core wall.The primary lateral system is a central reinforced concrete ductile core wall.Secondary lateral system consists of the exterior columns and edge beams which form a moment frames.The process of structural design was introduced on the structural system establishment,structural analysis and seismic design etc.
出处
《建筑结构》
CSCD
北大核心
2009年第S1期352-356,共5页
Building Structure
关键词
钢框架-钢筋混凝土核心筒混合结构
超限高层
刚接
箱形柱
steel frame plus reinforced concrete core wall
complicated super high-rise building
rigid connection
box-shaped column
