摘要
中电迪富大厦结构高度133.9m,属于B级高度的超限高层建筑,文中对该超高层结构进行各种地震水准作用下的计算分析,结果表明采用钢筋混凝土框架-核心筒结构能满足规范对承载力、变形及稳定性的要求,通过设定性能目标对结构抗震性能化设计,计算结果满足规范要求,结构体系合理。
In the building of the high level of the 133.90 m,which is a high level of B. The calculation and analysis of the high level of the super high rise in various seismic levels show that the structure of the reinforced concrete frame core tube structure can meet the requirements of the bearing capacity,deformation and stability.
出处
《广东土木与建筑》
2015年第5期6-8,39,共4页
Guangdong Architecture Civil Engineering
关键词
性能化设计
超高层结构
框架-核心筒
performance design
super high-rise structure
frame core tube
