摘要
验算超高层结构在设防地震、罕遇地震下结构体系抗震性能,采用等效线性化分析及静力弹塑性分析,找出结构薄弱环节,并采取相应的抗震构造措施予以加强,达到相应抗震性能目标。
This paper checked the seismic performance of the super high rise structure under the fortification earthquake and rare earthquake. The weak position of structure was found out by pushover analysis＆equivalent linearization analysis, and the corresponding strengthening measures were adopted on the position, and reached the seismic performance objectives.
作者
黄跃斌
HUANG Yuebin(Beijing Institute of Architectural Design, Beijing 100045, China)
出处
《低温建筑技术》
2018年第3期102-106,共5页
Low Temperature Architecture Technology
关键词
超高层建筑
抗震性能设计
静力弹塑性分析
super high-rise building
anti-seismic performance design
pushover analysis
