The main height of a super high-rise office building is about 200 meters,and it is a frame-core tube structure,which belongs to out-of-code high-rise building with overrun Class B height.This paper put emphasis on the out-of-code and performance goals,the main joint of framework are calculated and analyzed by finite element software,effective strengthening measures are taken to ensure the structure has better seismic performance.It is worthy to be used for reference in other similar projects.
关键词
超高层结构/框架-核心筒结构/斜柱/动力弹塑性分析
Key words
super high-rise structure/frame core-tube structure/inclined column/dynamic elastic-plastic
维普
万方数据