Strength of concrete filled steel box columns incorporating local buckling

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 3, 2000, Pages 341-352

  Uy, Brian ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; BUCKLING; COLUMNS (STRUCTURAL); COMPRESSIVE STRENGTH; CONCRETE REINFORCEMENTS; MATHEMATICAL MODELS; PLASTICITY; PLATES (STRUCTURAL COMPONENTS); STANDARDS;

AXIAL COMPRESSION; INTERNATIONAL STANDARDS; STEEL BOX COLUMNS; STRENGTH INTERACTION DIAGRAMS;

STEEL STRUCTURES;

EID: 0034155686     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:3(341)     Document Type: Article

References (17)

1. Bridge, R. Q., and O'Shea, M. D. (1998). "Behaviour of thin-walled steel box sections with or without internal restraint." J. Constructional Steel Res., 47(1-2), 73-91.
2. Bridge, R. Q., and Webb, J. (1992). "Thin walled circular concrete filled steel tubular columns." Proc., 2nd Int. Engrg. Found. Conf. of Compos. Constr., 634-649.
3. Bryan, G. H. (1891) "On the stability of a plane plate under thrusts in its own plane with applications on the buckling of the dies of a ship." Proc., London Mathematical Soc., London, 22, 54.
4. "Building Code Requirements for Structural Concrete and Commentary." (1995). ACI318-95: AC1318R-95, American Concrete Institute, Detroit.
5. "Design of composite steel and concrete structures, part 1.1, general rules and rules for buildings." (1994). Eurocode 4, ENV 1994-1-1. British Standards Institution, London.
6. Hajjar, J. F., and Gourley, B. C. (1996). "Representation of concrete-filled steel tube cross-section strength." J. Struct. Engrg., ASCE, 122(11), 1327-1336.
7. "International Recommendations for the Design and Construction of Concrete Structures." (1970). Comite Europeen du Beton-Federation Internationale de la Precontrainte, Comite Europeen du Beton.
8. Liang, Q. Q., and Uy, B. (1999). "Parametric study on the structural behaviour of steel plates in concrete-filled fabricated thin-walled box columns." Ad. in Struct. Engrg., 2(1), 57-71.
9. Oehlers, D. J., and Bradford, M. A. (1995). Composite steel and concrete structural members: Fundamental behaviour. Pergamon, Tarrytown, N. Y.
10. "Steel structures." (1990). AS4100, Standards, Australia, Strathfield, Australia.
11. Terrey, P. J., Bradford, M. A., and Gilbert, R. I. (1994). "Creep and shrinkage of concrete in concrete-filled circular steel tubes." Proc., 6th Int. Symp. on Tubular Struct., 293-298.
12. Uy, B. (1996). "Strength and ductility of fabricated steel-concrete filled box columns." Proc., Engrg. Found. Conf., Compos. Constr. in Steel and Concrete III, ASCE, New York, 616-629.
13. Uy, B. (1998a). "Local and post-local buckling of concrete filled steel welded box columns." J. Constructional Steel Res., 47(1-2), 47-72.
14. Uy, B. (1998b). "Strength, ductility and design of fabricated thin walled steel concrete filled box columns." Int. J. Struct. Des. of Tall Build., 7(2), 113-133.
15. Uy, B., and Bradford, M. A. (1996). "Elastic local buckling of steel plates in composite steel-concrete members." Engrg. Struct., 18(3), 193-200.
16. Viest, I. M., Colaco, J. P., Furlong, R. W., Griffis, L. G., Leon, R. T., and Wyllie L. A. (1997). Composite construction design for buildings. McGraw-Hill, New York.
17. Zhang, W., and Shahrooz, B. M. (1999). "Strength of short and long concrete-filled tubular columns." ACI Struct. J., 230-238.