Experimental and computational study of concrete filled steel tubular columns under axial loads

Neogi, 1969, Concrete-filled tubular steel columns under eccentric loading, Struct Eng, 47, 195

O’Shea, 1996, Circular thin-walled tubes with high strength concrete infill. Composite construction in steel and concrete II, Irsee (Germany): ASCE, 780

O’Shea, 2000, Design of circular thin-walled concrete filled steel tubes, J Struct Engng ASCE, 126, 1295, 10.1061/(ASCE)0733-9445(2000)126:11(1295)

Kilpatrick A., Rangan B.V.. Behaviour of high-strength composite columns. In: Composite construction — conventional and innovative. Innsbruck, Austria; 1997. p. 789–94

Kilpatrick A., Taylor T.. Application of Eurocode 4 design provisions to high strength composite columns. Composite construction — conventional and innovative. Innsbruck, Austria; 1997. p. 561–6

Brauns, 1998, Analysis of stress state in concrete-filled steel column, J Constr Steel Res, 49, 189, 10.1016/S0143-974X(98)00217-X

Georgios, 2004, Axial capacity of circular concrete-filled tube columns, J Constr Steel Res, 60, 1049, 10.1016/j.jcsr.2003.10.001

Mander, 1988, Theoretical stress–strain model for confined concrete, J Struct Engng ASCE, 114, 1804, 10.1061/(ASCE)0733-9445(1988)114:8(1804)