摘要
介绍了某大高宽比的超限超高层住宅结构的抗震设计和分析。主楼地下4层,地上63层,结构高度200.5m,根据结构的超限情况提出了性能设计目标并介绍了主要抗震措施,供同类工程设计参考。
This paper presents an introduction and analysis of the seismic design of a super high-rise building beyond the limitation of the code. The main building consisting of 4 stories underground and 63 stories overground and the tower height is 200. 5m. Based on the information of this tower,the seismic performance target and seismic fortification measures are introduced. Similar projects are expended to profit from this article.
出处
《施工技术》
CAS
北大核心
2015年第S2期626-630,共5页
Construction Technology
关键词
高层建筑
剪力墙
结构设计
性能目标
tall buildings
shear wall
structural design
performance objective
