[1]
N.E. Shanmugam and B. Lakshmi, State of the art report on steel-concrete composite columns, J. Construct. Steel Res. 57 (10) (2001), p.1041–1080.
DOI: 10.1016/s0143-974x(01)00021-9
Google Scholar
[2]
K. Nakanishi, T. Kitada and H. Nakai, Experimental study on ultimate strength and ductility of concrete filled steel columns under strong earthquake. J. Construct. Steel Res. 51 (3) (1999), p.297–319
DOI: 10.1016/s0143-974x(99)00006-1
Google Scholar
[3]
H.L. Hsu and J.L. Lin, Experimental evaluation on seismic performance of sandwich box columns, Earthquake Engng Struct Dyn. 28 (8) (1999), p.823–840
DOI: 10.1002/(sici)1096-9845(199908)28:8<823::aid-eqe839>3.0.co;2-6
Google Scholar
[4]
B. Uy, Local and post-local buckling of concrete-filled steel welded box columns. J. Construct. Steel Res. 47 (1-2) (1998), p.47–72
DOI: 10.1016/s0143-974x(98)80102-8
Google Scholar
[5]
H.B. Ge and T. Usami, Strength of concrete-filled thin walled steel box columns: experiment. J. Struct. Engng, ASCE 118 (11) (1992), p.3036–3054
DOI: 10.1061/(asce)0733-9445(1992)118:11(3036)
Google Scholar
[6]
Z. Tao, L.H. Han and D.Y. Wang, Strength and ductility of stiffened thin-walled hollow steel structural stub columns filled with concrete, Thin-Walled Struct. 46 (10) (2008), p.1113–1128.
DOI: 10.1016/j.tws.2008.01.007
Google Scholar
[7]
T. Kitada, Ultimate strength and ductility of state of art on concrete-filled steel bridges piers in Japan. Engng Struct. 20 (4–6) (1998), p.347–354.
DOI: 10.1016/s0141-0296(97)00026-6
Google Scholar
[8]
J. Cai and Z.Q. He, Axial load behavior of square CFT stub column with binding bars, J. Construct. Steel Res. 62 (5) (2006), p.472–483.
DOI: 10.1016/j.jcsr.2005.09.010
Google Scholar
[9]
C.S. Huang, Y.K. Yeh, H.T. Hu, K.C. Tsai, Y.T. Weng and S.H. Wang et al., Axial load behavior of stiffened concrete-filled steel columns, J. Struct. Eng. ASCE 128 (9) (2002), p.1222–1230.
DOI: 10.1061/(asce)0733-9445(2002)128:9(1222)
Google Scholar
[10]
J. Lubliner, J. Oliver, S. Oller, E. Onate: A plastic-damage model for concrete, Int. J. Solids Structures. 25(3),1989, pp.299-326.
DOI: 10.1016/0020-7683(89)90050-4
Google Scholar
[11]
J. Lee, G.L. Fenves: Plastic-damage model for cyclic loading of concrete structures, J. Eng. Mechanics. 124(8), 1998, pp.892-900.
DOI: 10.1061/(asce)0733-9399(1998)124:8(892)
Google Scholar
[12]
CEB-FIP: Model Code 1990, Thomas Telford, 1993, London.
Google Scholar