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.
出处
《钢结构》
北大核心
2015年第4期66-67,76,共3页
Steel Construction
关键词
轻钢结构
蒙皮效应
时程分析
light steel structure
skin effect
time-history analysis