摘要
利用SATWE与ETABS有限元软件,计算了某超高层结构的动力特性与动力反应,并对不同有限元软件计算出的结果进行了对比,指出两种有限元软件计算结果比较吻合,并且在弹性阶段,对于地震作用下用国内主要结构设计软件SATWE进行计算更加安全。
Applying SATWE and ETABS finite element software, the paper calculates the dynamic properties and dynamic response of the super- high-rise building structure, compares results calculated with different finite element software, and finally points out that ： the calculation results with two kinds of finite element software is in accordance, which is safer for major structural design software SATWE calculation under earthquake effect at the elastic phase.
出处
《山西建筑》
2017年第4期63-64,共2页
Shanxi Architecture
关键词
超高层建筑
有限元软件
动力特性
动力反应
super-high-rise building, finite element software, dynamic properties, dynamic response
