摘要
文章着重介绍了镇江苏宁广场西塔楼工程的体系特点,基于性能的抗震设计原则和方法,整体计算结果,弹塑性时程分析结果,以及针对工程中的薄弱环节所采取的相应对策和措施。
The system characteristics of the structure,the principles and methods of a seismic calculation based on performance,overall computing results,EPDA analysis results as well as the related strategy and measures that should be adopted in the weak members were introduced.
出处
《江苏建筑》
2013年第4期44-47,53,共5页
Jiangsu Construction
关键词
超限高层
小震
中震
大震
性能设计
弹塑性分析
ultra-limit high-rise
small seism
middle seism
large seism
performance design
elastic plastic analysis
