摘要
本文计算了几种典型受压角钢杆件的压溃荷载。通过对理论计算结果的分析 。
In this paper,the buckling loads of members in tipical angle sections are analysed.A new slenderness ratio equation is proposed on the basis of the results from the theoretical studies.
出处
《建筑钢结构进展》
2004年第4期29-32,共4页
Progress in Steel Building Structures
