摘要
平安金融中心塔楼采用巨型空间斜撑框架-劲性钢筋混凝土核心筒-外伸臂结构体系,有效满足了该超高层结构的设计要求。通过合理地配置内筒、外框结构的刚度及其连接构件,形成多重抗侧力结构体系,充分发挥了结构构件的效用,保证了结构的安全性。对结构进行了深入细致的计算分析,并展开各项试验研究,以保证工程的安全性和合理性。
The main structureal system for Pingan Financial Centre is constitution of spatial mega diagonal braces,steel reinforced concrete core and outriggers,which efficiently satisfy super high-rise building design requirements.With the reasonable configuration of concrete core,structural frames stiffness and their connection components,the structural system has multi-resisting lateral forces ability.This system can make full use of the structural components efficacy to guarantee the safety of structure.The detailed analysis and experiments have been carried out to gain better structural performance.
出处
《建筑结构》
CSCD
北大核心
2012年第4期21-27,共7页
Building Structure
关键词
超高层结构
伸臂
巨柱
巨型钢斜撑
空间带状桁架
V形撑
竖向构件变形补偿
调质阻尼器
super high-rise building
outrigger
super column
mega steel diagonal brace
spatial belt truss
chevron brace
vertical component deformation compensation
TMD
