基于ANSYS的轻钢结构动力时程分析  

DYNAMIC TIME-HISTORY ANALYSIS OF LIGHT STEEL STRUCTURE BASED ON ANSYS

作　　者：张新中[1] 田丹[1] 唐克东[1] 

机构地区：[1]华北水利水电大学,郑州450011

出　　处：《钢结构》2015年第4期66-67,76,共3页Steel Construction

摘　　要：采用ANSYS软件针对1栋3层轻型钢结构别墅进行动力时程分析,研究轻钢结构在地震作用下结构的位移、速度、加速度与时间的关系,并对不考虑应力蒙皮效应与考虑应力蒙皮效应两种情况下结构的最大变形和动力性能进行了比较。ANSYS software was used to analyze dynamic time-history of a villa, which was a three-layer light steel structure, and the relationship among displacement, velocity, acceleration and time of the light steel structure under the load of frequent earthquake, and it was compared the maximum deformation and dynamic behavior of the structure in both cases of not considering stress skin effect and doing so.

关 键 词：轻钢结构 蒙皮效应 时程分析 

分 类 号：TU392.5[建筑科学—结构工程]