Parametric study of Unstiffened multi-planar tubular KK-Joints
Tài liệu tham khảo
2005
2005
Lee, 1996, Numerical modelling of CHS joints with multiplanar double-K configuration, J. Constr. Steel Res., 32, 281, 10.1016/0143-974X(95)93899-F
Lee, 1996, Parametric study of strength of tubular multiplanar KK-joints, J. Struct. Eng., 122, 893, 10.1061/(ASCE)0733-9445(1996)122:8(893)
Lee, 1997, Strength of Multiplanar tubular KK-joints under antisymmetrical axial loading, J. Struct. Eng., 123, 755, 10.1061/(ASCE)0733-9445(1997)123:6(755)
Makino, 1984, Ultimate capacity of tubular double K-joints, 451458
Makino, 1993, Ultimate behaviour of diaphragm-stiffened tubular KK-joints, Proc. Int. Symp. on Tubular Struct., 465
Mouty, 1990
NBR 16239, 2013, “Design of Steel and Composite Structures for Buildings Using Hollow Sections”, Assoc. Brasileira de Normas Técnicas ABNT; São Paulo, Brazil.
Paul, 1992
Paul, 1992, Ultimate behaviour of multiplanar double K-joints, Proc. Int. Offshore Polar Eng. Conf., 377
Wardenier, 2008
Wardenier, 2010
Zhao, 2019, Capacity of multi-planar out-of-plane overlapped tubular KK-joints having different joint details, J. Constr. Steel Res., 158, 182, 10.1016/j.jcsr.2019.03.023
Forti, 2015, Parametric study of tubular KK multiplanar steel connections, J. Constr. Steel Res., 144, 188, 10.1016/j.jcsr.2015.07.010
Tong, 2013, Experimental study and numerical analysis on static behavior of multiplanar overlapped CHS KK-joints, J. Build. Struct., 34, 91
2012, Static design procedure for welded hollow section joints - Recommendations
2013, Static design procedure for welded hollow-section joints - recommendations
Van Der Vegte, 2014, Evaluation of the recent IIW (2012) and ISO (2013) strength equations for axially loaded CHS K gap joints, Steel Construction, 7, 97, 10.1002/stco.201410022
Gerges, 2017, Strength of overlapping multi-planar KK-joints in CHS sections, International Journal of Innovative Research in Science, Engineering and Technology, 6
Ahmed, 2021, Optimum cross section and longitudinal profile for unstiffened fully composite steel beams, FUTURE ENGINEERING JOURNAL, 2, 2314
El-Aghoury, 2022, Optimum design of fully composite, unstiffened, built-up, hybrid steel girder using GRG, NLR, and ANN techniques, J. Eng., 2022
