[1] 曹国峰,姚念亮.T形焊接方管内加劲节点轴向力下的承载力[J].同济大学学报:自然科学版,2007,35(10):1331.
[2] 吴文奇,吴耀华,卢晋福.考虑截面圆角效应的T型方管相贯节点静力承载力研究[J].钢结构,2005,20(78):21.
[3] Cao J J, Packer J A, Yong G J.Yield line analysis of RHS connections with axial loads[J].Journal of Constructional Steel Research,1998,48:1.
[4] Zhao X L.Deformation limit and ultimate strength of welded T-joints in cold-formed RHS sections[J].Journal of Constructional Steel Research,2000,53:149.
[5] 陈以一,张梁,王拓.无加劲冷成型方钢管-H形钢梁翼缘板焊接节点受拉性能试验研究[J].建筑结构学报,2011,32(5):24.
[6] 张梁,陈以一,王拓.无加劲冷成型方钢管-H形钢梁翼缘板焊接节点管壁变形初始刚度分析[J].建筑结构学报,2011,32(5):32.
[7] DD ENV 1993-1-1.CEN:Eurocode 3:Design of steel structures, Part 1-8 design of joints[S].