摘要
本文导出了考虑节点域剪切变形时框架的简化计算公式,并进行了实例计算。
This paper, taking into consideration shear deformation of beamcolumn joints, presents a simplified analysis method for frames. A steel frame construction was analyzed by using the method and the results proved the reasonableness of the method.
出处
《建筑科学》
1990年第2期42-46,68,共6页
Building Science
