1 |
AISC (2005), Load and resistance factor design (LRFD) specification for structural steel buildings, American Institute of Steel Construction, Chicago, USA.
|
2 |
Ang, A.H.-S. and Tang, W.H. (2006), Probability Concepts in Engineering: Emphasis on Applications to Civil and Environmental Engineering, (2nd Edition), John Wiley & Sons, New York, NY, USA.
|
3 |
Bartlett, F.M. and MacGregor, J.G. (1996), "Statistical analysis of compressive strength of concrete in structures", ACI Mater. J., 93(2), 158-168.
|
4 |
Beck, A.T., de Oliveira, W.L.A., Nardim, S.D. and ElDebs, A.L.H.C. (2009), "Reliability-based evaluation of design code provisions for circular concrete-filled steel columns", Eng. Struct., 31(10), 2299-2308.
DOI
|
5 |
Cai, J. and He, Z.Q. (2006), "Axial load behavior of square CFT stub column with binding bars", J. Constr. Steel Res., 62(5), 472-483.
DOI
|
6 |
Chen, C.C., Ko, J.W., Huang, G.L. and Chang, Y.M. (2012), "Mechanical performance of stirrup-confined concrete-filled steel tubular stub columns under axial loading", J. Constr. Steel Res., 78(11), 8-21.
DOI
|
7 |
Ellingwood, B.R. and Galambos, T.V. (1982), "Probability-based criteria for structural design", Struct. Saf., 1(1), 15-26.
DOI
|
8 |
Eurocode 4 (2004), Design of composite steel and concrete structures, Part 1.1, General rules and rules for buildings; EN 1994-1-1. UK, British Standards Institution: European Committee for Standardization.
|
9 |
Eurocode 2 (2004), Design of concrete structures-Part 1-1: General rules and rules for buildings; EN 1992-1-1. UK, British Standards Institution: European Committee for Standardization.
|
10 |
Evirgen, B., Tuncan, A. and Taskin, K. (2014), "Structural behavior of concrete filled steel tubular sections (CFT/CFSt) under axial compression", Thin-Wall. Struct., 80(7), 46-56.
DOI
|
11 |
Ge, H. and Usami, T. (1992), "Strength of concrete-filled thin-walled steel box columns: Experiment", J. Struct. Eng.-ASCE, 118(11), 3036-3054.
DOI
|
12 |
Lam, D. and Williams, C.A. (2004), "Experimental study on concrete filled square hollow sections", Steel Compos. Struct., Int. J., 4(2), 95-112.
DOI
|
13 |
Han, L.H. and Tao, Z. (2001), "Study on behavior of concrete filled square steel tubes under axial load", J. Civil Eng., 34(2), 18-25. [In Chinese]
|
14 |
Huang, Y., Long, Y.L. and Cai, J. (2008), "Ultimate strength of rectangular concrete-filled steel tubular (CFT) stub columns under axial compression", Steel Compos. Struct., Int. J., 8(2), 115-128.
DOI
|
15 |
Kato, B. (1995), "Compressive strength and deformation capacity of concrete-filled tubular stub columns (Strength and rotation capacity of concrete-filled tubular columns, Part 1)", J. Struct. Constr. Eng., 468, 183-191.
|
16 |
Liu, D. (2005), "Test on high-strength rectangular concrete-filled steel hollow section stub columns", J. Constr. Steel Res., 61(7), 902-911.
DOI
|
17 |
Liu, D. and Gho, W.M. (2005), "Axial load behaviour of high-strength rectangular concrete-filled steel tubular stub columns", Thin-Wall. Struct., 43(7), 1131-1142.
DOI
|
18 |
Lundberg, J.E. and Galambos, T.V. (1996), "Load and resistance factor design of composite columns", Struct. Saf., 18(2/3), 169-177.
DOI
|
19 |
Nowak, A.S. and Collins, K. (2000), Reliability of Structure, McGraw-Hill, New York, NY, USA.
|
20 |
Rashid, M.A., Mansur, M.A. and Paramasivam, P. (2002), "Correlations between mechanical properties of high-strength concrete". J. Mater. Civil Eng., 14(3), 230-238.
DOI
ScienceOn
|
21 |
Sakino, K., Nakahara, H., Morino, S. and Nishiyama, I. (2004), "Behavior of centrally loaded concrete-filled steel-tube short columns", J. Struct. Eng.-ASCE, 130(2), 180-188.
DOI
|
22 |
Yamamoto, T., Kawaguchi, J., Morino, S. and Koike, S. (2003), "Experimental study on the scale effect on stress-strain relations of concrete-filled steel tubular short columns (Part 11)", Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures, Nagoya, Japan, September. [In Japanese]
|
23 |
Tomii, M. and Sakino, K. (1979), "Experimental studies on the ultimate moment of concrete filled square steel tubular beam-columns", J. Struct. Constr. Eng, 275, 55-65.
|
24 |
Uy, B. (2000), "Strength of concrete filled steel box columns incorporating local buckling", J. Struct. Eng.-ASCE, 126(3), 341-352.
DOI
|
25 |
Uy, B., Tao, Z. and Han, L.H. (2011), "Behaviour of short and slender concrete-filled stainless steel tubular columns", J. Constr. Steel Res., 67(3), 360-378.
DOI
ScienceOn
|