A project adopts a large-chassis and two-tower partial frame-supported shear wall structure,which has many irregularities and belongs to the over-limit high-rise building structure.This paper introduces the structure system and the over-limit of the project,and uses two kinds of software to calculate and analyze the structure.According to the characteristics and difficulties of the project,based on the requirement of structural performance,the static force nappe analysis of the structure is adopted,and the corresponding strengthe-ning measures are taken according to the analysis results.The analysis shows that the structure is safe and reliable,and meets the preset target.
关键词
部分框支剪力墙结构/弹性时程分析/大底盘/双塔/性能设计/大震静力推覆
Key words
partial frame supported shear wall structure/elastic time history analysis/large chassis/twin Towers/performance design/large earthquake and static force nappe
维普
万方数据