Determination of flexibility of beam-to-column connectors used in thin walled cold-formed steel pallet racking systems

ANSYS 7.0 - User's manual, ANSYS Inc.; 2005. Bajoria KM. Three dimensional progressive collapse of warehouse racking, PhD thesis, University of Cambridge, UK; 1986. Baldassino, 2000, Analysis and behaviour of steel storage pallet Racks, Thin Wall Struct, 37, 277, 10.1016/S0263-8231(00)00021-5 Bernuzzi, 2001, Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks, Thin Wall Struct, 39, 841, 10.1016/S0263-8231(01)00034-9 British Standards Institution. BS 5950. Structural use of steelwork in building, part 5: code of practice for design of cold-formed sections; BSI; 1998. Dubina, 1997, Cold-formed steel trusses with semi-rigid joints, Thin Wall Struct, 29, 273, 10.1016/S0263-8231(97)00028-1 Fan, 1997, Finite element modelling of single lap screw connections in steel sheeting under static shear, Thin Wall Struct, 27, 165, 10.1016/S0263-8231(96)00037-7 Markazi, 1997, Experimental analysis of semi-rigid boltless connectors, Thin Wall Struct, 28, 57, 10.1016/S0263-8231(97)00003-7 Rogers, 1998, Bolted connections tests of thin G550 and G300 sheet steels, J Struct Eng, 124, 798, 10.1061/(ASCE)0733-9445(1998)124:7(798) Rogers, 1999, Screwed connection tests of thin G550 and G300 sheet steels, J Struct Eng, 125, 128, 10.1061/(ASCE)0733-9445(1999)125:2(128) Tan, 1996, Connections in cold-formed thin-walled structures, Comput Struct, 60, 169, 10.1016/0045-7949(95)00355-X