摘要
对门式刚架节点连接形式之一—端板竖放节点连接的节点域受力性能、变形特性及斜加劲肋的设计方法进行了分析推导。
This paper analyzes the mechanical property and character distortion of node field of erect end-board connection,one form of the rigid frame connection,and introduces a design method of inclined adding interest bar.
出处
《贵州工业大学学报（自然科学版）》
CAS
2001年第5期80-83,共4页
Journal of Guizhou University of Technology(Natural Science Edition)
