摘要
通过应用两套不同的软件YJK和Midas Gen,对西咸新区某高层写字楼进行了结构设计和分析,得到了结构在地震作用下的内力和位移等结果,同时还对两种软件的计算结果进行了比较,通过重要指标的对比、分析,YJK与Midas Gen两种软件的计算结果基本一致,表明计算结果合理,有效,计算模型符合结构的实际工作状况,可供超限高层建筑结构设计参考。
In this paper,two different sets of software,YJK and Midas Gen,are used to design and analyze a high-rise office building in Xi-xian New Area. The results of internal forces and displacements of the structure under earthquake action are also obtained. At the same time,this paper compares the calculation results of YJK with Midas Gen. By comparing and analyzing the important indexes,it is found that the calculation results of YJK and Midas Gen are basically the same,which indicates the result is reasonable and effective,and the calculation model accords with the actual working condition of the structure. This paper can be used as reference for design of overrun high-rise building structure.
出处
《山西建筑》
2018年第6期31-34,共4页
Shanxi Architecture
关键词
超限高层建筑
抗震设计
结构
out-of-codes tall building
aseismic design
structure
