摘要
采用基于性能的抗震设计方法,应用YJK,ETABS,SAUSAGE,ABAQUS等软件对一栋房层高度为80.3m、带裙楼且塔楼偏置的超限高层建筑进行抗震超限分析,介绍了该结构超限抗震设计情况和技术措施。分析结果表明,通过合理的概念设计和构造措施,该结构抗震性能目标满足D级的要求。
The seismic design method based performance was used for a super high-rise building by YJK,ETABS,SAUSAGE and ABAQUS etc. The height of the building with skirt is 80.3 m-high and tower-biased. Seismic design and technical measures were introduced. Analysis results show that seismic performance objectives of this building meet the requirements of the D level,by means of rational concept design and construction measures.
出处
《建筑结构》
CSCD
北大核心
2018年第S1期260-265,共6页
Building Structure
关键词
超限高层
性能设计
塔楼偏置
弹塑性时程分析
over-limit high-rise building
performance design
tower-biased
elastic-plastic time-history analysis
