摘要
文章采用角度变位移法分析钢框架结构的弹性和弹塑性二阶内力，文中举有算例以说明其应用。
in this paper the elastic and elastoplastic second-order internal force of steel frame structure is analysed by the slope deflection method. A numerical example is shown for reference in designing.
出处
《华中建筑》
北大核心
2000年第1期67-71,共5页
Huazhong Architecture
