1. Kurobane Y, Ogawa K. New criteria for ductility design of joints based on complete CHS truss tests. In: Coutie MG, Davies G, editors. Tubular structure V., 1993, p. 570–81
2. Connelly LM, Zettlemoyer N. Frame behavior effects on tubular joint capacity. In: Proc. 3rd international symposium on tubular structures. 1989, p. 81–9
3. Bolt HM, Seyed-Kebari H, Ward JK. The influence of chord length and boundary conditions on K-Joint capacity. In: Proc 2nd international offshore and polar engineering, vol. IV. 1992, p. 347–54
4. Healey BE. A numerical investigation into the capacity of overlapped circular K-joints. In: Proc. 6th international symposium on tubular structures, 1994. p. 563–71
5. Numerical modeling of CHS joints with multi-planar Double-K configuration;Lee;Journal of Constructional Steel Research,1995