1 |
El-Tawil, S. and Deierlein, G.G. (1999), "Strength and ductility of concrete encased composite columns", J. Struct. Eng., ASCE, 125(9), 1009-1019.
DOI
|
2 |
El-Tawil, S., Sanz, P.C.F. and Deierlein, G.G. (1995), "Evaluation of ACI 318 and AISC (LRFD) strength provisions for composite beam-columns", J. Construct. Steel Res., 34(1), 103-123.
DOI
|
3 |
Ellobody, E. and Young, B. (2011), "Numerical simulation of concrete encased steel composite columns", J. Construct. Steel Res., 67, 211-222.
DOI
|
4 |
Eltobgy, H.H. (2013), "Structural design of steel fibre reinforced concrete in-filled steel circular columns", Steel Compos. Struct., Int. J., 14(3), 267-282.
DOI
|
5 |
Gentian, Z., Yonghe, L., Bin, L., Gang, X., Zhuo, H. and Fubo, C. (2005), "Strength of slender steel reinforcement concrete composite columns", Adv. Steel Struct., 1, 623-628.
|
6 |
Holzer, S.M., Melosh, R.J., Barker, R.M. and Somers, A.E. (1975), "SINDER: A computer code for general analysis of two-dimensional reinforced concrete structures", Report No. AFWL-TR-74-228; Volume 1, Air Force Weapons Laboratory, Kirt-land, AFB, NM, USA.
|
7 |
Kwak, H., Kwak, H.G. and Kim, J.K. (2013), "Behavior of circular CFT columns subject to axial force and bending moment", Steel Compos. Struct., Int. J., 14(2), 173-190.
DOI
|
8 |
Li, L., Sakai, J. and Matsui, C. (2003), "Seismic behavior of steel encased reinforced concrete beamcolumns", Proceedings of the International Conference on Advances in Structures, Sydney, Australia, June, pp. 1201-1207.
|
9 |
Liang, Q.Q. (2011), "High strength circular concrete-filled steel tubular slender beam-columns, Part I: Numerical analysis", J. Construct. Steel Res., 67(2), 164-171.
DOI
|
10 |
ACI 318M-11 (2011), Building code requirements for structural concrete and Commentary; American Concrete Institute.
|
11 |
Anslijn, R. and Janss, J. (1974), "Le calcul de charges ultimes des colonnes metalliques enrobes de beton", C.R.I.F., Report MT89; Brussels, Belgium.
|
12 |
Chen, S.F., Teng, J.G. and Chan, S.L. (2001), "Design of biaxially loaded short composite columns of arbitrary section", J. Struct. Eng., ASCE, 127(6), 678-685.
DOI
|
13 |
Cheng, C.C. and Nan, J.L. (2006), "Analytical model for predicting axial capacity and behavior of concrete encased steel composite stub columns", J. Construct. Steel Res., 62(5), 424-433.
DOI
|
14 |
Dong, K.K. (2005), "A database for composite columns", Master Thesis; Georgia Institute of Technology, Atlanta, GA, USA.
|
15 |
Patel, V.I., Liang, Q.Q. and Hadi, M.N.S. (2013), "High strength thin-walled rectangular concrete-filled steel tubular slender beam-columns, Part I: Modeling", J. Construct. Steel Res., 70, 377-384.
|
16 |
Mander, J.B., Priestley, M.J.N. and Park, R. (1984), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., ASCE, 114(3), 1804-1826.
|
17 |
Matsui, C. (1979), "Study on elastic-plastic behavior of concrete-encased columns subjected to eccentric axial thrust", Annual Assembly of Architectural Institute of Japan, pp. 1627-1628.
|
18 |
Muller, D.E. (1956), "A method for solving algebraic equations using an automatic computer", MTAC, 10(56), 208-215.
|
19 |
Shakir, K.H. and Zeghiche, J. (1989), "Experimental behavior of concrete-filled rolled rectangular hollow-section columns", Struct. Eng., 67(19), 346-353.
|
20 |
Shanmugam, N.E. and Lakshmi, B. (2001), "State of the art report on steel-concrete composite columns", J. Construct. Steel Res., 57(10), 1041-1080.
DOI
|
21 |
Sheikh, S.A. and Uzumeri, S.M. (1982), "Analytical model for concrete confinement in tied columns", J. Struct. Div., ASCE, 108(12), 2703-2722.
|
22 |
Spacone, E. and El-Tawil, S. (2004), "Nonlinear analysis of steel-concrete composite structures: State of the art", J. Struct. Eng., ASCE, 130(2), 159-168.
DOI
|
23 |
Liew, J.Y.R. (2001), "State-of-the-art of advanced inelastic analysis of steel and composite structures", Steel Compos. Struct., Int. J., 1(3), 341-354.
DOI
|
24 |
Chen, C.C. and Yeh, S.C. (1996), "Ultimate strength of concrete encased steel composite columns", Proceedings of the 3rd National Conference on Structural Engineering, Kenting, Taiwan, September.
|
25 |
Huang, F., Yu, X. and Chen, B. (2012), "The structural performance of axially loaded CFST columns under various loading conditions", Steel Compos. Struct., Int. J., 13(5), 451-471.
DOI
|
26 |
Tokgoz, S. and Dundar, C. (2008), "Experimental tests on biaxially loaded concrete-encased composite columns", Steel Compos. Struct., Int. J., 8(5), 423-438.
DOI
|