References
- AISC‐LRFD . 1999 . Load and resistance factor design specification for structural steel buildings, , 2nd ed , Chicago,, U.S.A. : American Institute of Steel Construction (AISC) .
- Assi , I. M. , Qudeimat , M. and Hunaiti , Y. M. 2003 . Ultimate moment capacity of foamed and lightweight aggregate concrete‐filled steel hollows . Steel and Composite Structures , 3 (3) : 199 – 212 .
- British Standard Institute . 1979 . BS5400, Part 5, Concrete and Composite Bridges London, U.K.
- Eurocode 4 . 1994 . DD ENV 1994–1‐1, Design of composite steel and concrete structures. Part 1.1, General rules and rules for buildings (with U.K. National Applications Document) , London : British Standards Institution .
- Ghannam , S. , Jawad , Y. A. and Hunaiti , Y. 2004 . Failure of lightweight aggregate concrete‐filled steel tubular columns . Steel and Composite Structures , 4 (1) : 1 – 8 .
- Han , L.‐H. , Yao , G.‐H. and Zhao , X.‐L. 2004 . Behaviour and calculation on concrete‐filled steel CHS (Circular Hollow Section) beam‐columns . Steel and Composite Structures , 4 (3) : 169 – 188 .
- Hunaiti , Y. M. 1997 . Strength of composite actions with foamed and lightweight aggregate concrete . Journal of Materials in Civil Engineering, ASCE , 9 ( 2 ) : 58 – 61 .
- Hunaiti , Y. M. 2003 . Aging effect on bond strength in composite sections . Journal of Materials in Civil Engineering, ASCE , 6 (4) : 469 – 473 .
- IS 4923:1997 Indian standard Hollow steel sections for structural use ‐ Specification. Second revision.
- Lapko , A. , Buraczewska , A. and Tomaszewicz , A. 2005 . Experimental and numerical analysis of flexural composite beams with partial use of high strength/high performance concrete . Journal of Civil Engineering and Management , 11 (2) : 115 – 120 .
- Mahasneh , B. Z. and Gharaibeh , E. S. 2005 . Enhancing filled‐tube properties by fiber polymer in filling matrix . Journal of Applied Sciences , 5 (2) : 232 – 235 .
- Ramana Gopal , S. and Devadas Manoharan , P. 2004 . Tests on fiber reinforced concrete filled steel tubular columns . Steel and Composite Structures , 4 (1) : 37 – 48 .