摘要
结合佛山中德工业服务区高技术服务平台建筑工程的具体情况,介绍了某结构设计方案,设计采用基于性能的抗震设计方法和合理化的结构布置,充分发挥体系的抗侧效率,底部采用钢管混凝土柱提高钢筋混凝土结构体系的延性,分析表明:该结构体系各项相关参数满足规范要求,结构整体及构件的抗震性能均能达到预期的性能目标。
Combining with specific high-tech service region conditions of Foshan sino-german industrial service region,the paper introduces its structural design scheme,rational structural layout,anti-lateral efficiency and steel reinforced concrete ductility by applying steel-tube concrete column in the bottom. Analysis results show that：the structural system parameters meet demands,and integral structural seismic performance achieves expected functional ejects.
出处
《山西建筑》
2015年第18期31-33,共3页
Shanxi Architecture
关键词
钢筋混凝土框架-核心筒
连体结构
超限高层
抗震设计
steel reinforced concrete frame-core tube
continuous structure
super high-rise building
seismic design
