摘要
利用有限元软件ANSYS对高温下平面钢框架结构的反应进行了分析,给出了钢梁在高温下破坏时的应力云图以及节点位移随时间的变化曲线,得出了计算的位移值与试验位移值吻合较好的结论。
The author analyzes the reaction of planar steel frame under high temperature by using the finite element analysis software ANSYS, provides the stress nephogram of steel beam under high temperature＇s destruction and the change curve of the point displacement with time, gets the conclusion that the displacement value is in good agreement with experiment displacement value.
出处
《山西建筑》
2009年第8期71-72,共2页
Shanxi Architecture
关键词
钢框架结构
应力云图
位移
steel frame, stress nephogram, displacement
