摘要
根据典型的东西和南北错层结构,分别建立了不同错层高度的错层框架和标准框架结构的三维计算模型,采用有限元分析软件ANSYS计算这些模型的地震反应分析,经过对比得到了一些错层框架的受力规律,与理论基本相符。
According to the typical design for the staggered floor frame structure, several three-dimensional models, which are possessed of different direction and height, are considered in this paper, The analysis is earried out by using the software ANSYS in order to get analysis of seismic response, By comparison, some conelusions which basieally accord with theories are given for the staggered floor frame structure.
出处
《山西建筑》
2007年第2期67-68,共2页
Shanxi Architecture
关键词
错层
框架结构
地震反应
有限元软件
staggered floor, frame structure, seismic response, the software ANSYS
