Flexural behaviour of concrete-filled steel tubes

ASCCS. Concrete filled steel tubes-a comparison of international codes and practices. ASCCS Seminar, Innsbruck, Austria, 1997.

Furlong, 1967, Strength of steel-encased concrete beam-columns, Journal of Structural Division, ASCE, 93, 113, 10.1061/JSDEAG.0001761

Gardner, 1967, Structural behaviour of concrete filled steel tubes, ACI Journal of Structural Division, 64-38, 404

Ge, 1994, Strength analysis of concrete-filled thin-walled steel box columns, Journal of Constructional Steel Research, 30, 607, 10.1016/0143-974X(94)90003-5

Han, 2000

Han, 2002, Tests on stub columns of concrete-filled RHS sections, Journal of Constructional Steel Research—An International Journal, 58, 353, 10.1016/S0143-974X(01)00059-1

Han, 2001, Tests and mechanics model of concrete-filled SHS stub columns, columns and beam-columns, Steel & Composite Structures—An International Journal, 1, 51, 10.12989/scs.2001.1.1.051

Kato, 1996, Column curves of steel-concrete composite members, Journal of Constructional Steel Research, 39, 125, 10.1016/S0143-974X(96)00030-2

Kilpatrick AE, Rangan BV. Tests on high-strength composite concrete columns. Research Report No. 1/97, School of Civil Engineering, University of Technology Western Australia, 1997.

Knowles, 1969, Strength of concrete filled steel tubular columns, Journal of Structural Division, ASCE, 95, 2565, 10.1061/JSDEAG.0002425

Matsui, 1995, Slender concrete filled steel tubular columns under combined compression and bending, vol. 3, 29

Neogi, 1969, Concrete filled tubular steel columns under eccentrical loading, Journal of Structural Engineering, 47, 187

O’Shea MD, Bridge RQ. Behaviour of thin-walled box sections with lateral restraint. Department of Civil Engineering Research, The University of Sydney, Report No. R739, 1997.

Prion, 1994, Beam-column behaviour of steel tubes filled with high strength concrete, Canadian Journal of Civil Engineering, 21, 207, 10.1139/l94-024

Rangan, 1991, Strength of eccentrically loaded slender steel tubular columns filled with high-strength concrete, ACI Structural Journal, 89, 676

Schneider, 1998, Axially loaded concrete-filled steel tubes, Journal of Structural Engineering, ASCE, 124, 1125, 10.1061/(ASCE)0733-9445(1998)124:10(1125)

Shakir-Khalil, 1990, Further tests on concrete-filled rectangular hollow-section columns, Structural Engineer, 68, 405

Tomii, 1977, Experimental studies on concrete filled steel tubular stub column under concentric loading, 718

Uy, 2000, Strength of concrete filled steel box columns incorporating local buckling, Journal of Structural Engineering, ASCE, 126, 341, 10.1061/(ASCE)0733-9445(2000)126:3(341)

Uy, 2001, Strength of short concrete filled high strength steel box columns, Journal of Constructional Steel Research, 57, 113, 10.1016/S0143-974X(00)00014-6

Varma, 2002, Seismic behaviour and modeling of high-strength composite concrete-filled steel tube (CFT) beam-columns, Journal of Constructional Steel Research, 58, 725, 10.1016/S0143-974X(01)00099-2

Wang, 1999, Tests on slender composite columns, Journal of Constructional Steel Research, 49, 25, 10.1016/S0143-974X(98)00202-8

Lu, 1994, The flexural behaviour of concrete-filled hollow structural sections, Canadian Journal of Civil Engineering, 21, 111, 10.1139/l94-011

Tomii, 1979, Elasto-plastic behaviour of concrete filled square steel tubular beam-columns, Transactions of Architectural Institute of Japan, 280, 111, 10.3130/aijsaxx.280.0_111

Elchalakani, 2001, Concrete-filled circular steel tubes subjected to pure bending, Journal of Constructional Steel Research, 57, 1141, 10.1016/S0143-974X(01)00035-9

Architectural Institute of Japan (AIJ). Recommendations for design and construction of concrete filled steel tubular structures. October 1997.

British Standard Institute: BS5400. Part 5, Concrete and composite bridges, 1979.

Eurocode 4. Design of composite steel and concrete structures, part 1.1: general rules and rules for buildings (together with United Kingdom National Application Document). DD ENV 1994-1-1:1994. London W1A2BS: British Standards Institution; 1994.

1999

Han, 2003, Concrete-filled HSS columns after exposure to ISO-834 standard fire, Journal of Structural Engineering, ASCE, 129, 68, 10.1061/(ASCE)0733-9445(2003)129:1(68)

Uy, 1998, Concrete-filled fabricated steel box columns for multistorey buildings: behaviour and design, Progress in Structural Engineering and Materials, 1, 150, 10.1002/pse.2260010207

Australian Standard AS4100. Steel structures. Strathfield, Australia, 1998.

Han, 2003, Effects of pre-stress in the steel tube on the behavior of concrete-filled steel tubular beam-columns, China Journal of Civil Engineering, 36, 8