某超高层建筑结构抗震性能分析与抗震构造措施  

SEISMIC PERFORMANCE ANALYSIS AND ANTI-SEISMIC STRUCTURE MEASURES OF A SUPER HIGH-RISE BUILDING STRUCTURE

作　　者：蒋新新 李梦琪 JIANG Xinxin;LI Mengqi(Tongyuan Design Group Co.,Ltd.,Ji’nan 250000,China)

机构地区：[1]同圆设计集团有限公司,济南250000

出　　处：《低温建筑技术》2020年第6期86-90,共5页Low Temperature Architecture Technology

摘　　要：文中以超高层建筑为例,已验证其结构布置的合理性和良好的抗震性能为目的进行分析,该工程采用的分析方法包括弹性分析、弹性时程分析和弹塑性时程分析等。结果表明工程可达到既定的性能目标,为我国超高层建筑的性能化设计提供帮助。Taking a super high-rise building as an example,the rationality of its structural arrangement and seismic performance was verified using methods including elastic analysis,elastic time history analysis,and elastoplastic time history analysis.The results show that the project meet the established performance objective.Finally,this case study may provide help for the performance design of China’s super high-rise buildings.

关 键 词：超高层 性能化 性能目标 

分 类 号：TU311.3[建筑科学—结构工程]