Analytical moment-curvature relations for tied concrete columns

Journal of Structural Engineering (United States)

Volumn 118, Issue 2, 1992, Pages 529-544

  Sheikh, Shamim A ^a   Yeh, C C ^b  

^a UNIVERSITY OF TORONTO   (Canada)

^b UNIVERSITY OF HOUSTON   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS - BENDING; COLUMNS - STRUCTURAL ANALYSIS; STRESSES - ANALYSIS; STRUCTURAL ANALYSIS - MATHEMATICAL MODELS;

FLEXURE; TIED CONCRETE COLUMNS;

COLUMNS;

EID: 0026813588     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1992)118:2(529)     Document Type: Article

References (21)

1. Building code requirements for reinforced concrete." (1989). ACI318-89, American Concr. Inst., Detroit, Mich
2. Chan, W. W. L. (1955). "The ultimate strength and deformation of plastic hinges in reinforced concrete frameworks." Mag. Concr. Res., 7(21), 121-132
3. Elwi, A. A., and Murray, D. W. (1979). "A 3D hypoelastic concrete constitutive relationship." J. Engrg. Mech. Div., ASCE, 105(4), 623-641
4. Fafitis, A., and Shah, S. P. (1985). "Predictions of ultimate behavior of confined concrete columns subjected to large deformations." ACI J., 82(4), 423-433
5. Fafitis, A., and Shah, S. P. (1983). "Discussion of 'A comparative study of confinement models.' " ACIJ., 80(3), 261-263
6. Hognestad, E., Hanson, N. W., and McHenry, D. (1955). "Concrete stress distribution in ultimate strength design." ACIJ., 52(4), 455-480
7. Karsan, I. D., and Jirsa, J. O. (1969). "Behavior of concrete under compressive loading." Proc, J. Struct. Div., ASCE, 95(12), 2543-2563
8. Kent, D. C, and Park, R. (1971). "Flexural members with confined concrete." J. Struct. Div., ASCE, 97(7), 1969-1990
9. Mander, J. B., Priestley, M. J. N, and Park, R. (1988). "Theoretical stress-strain model for confined concrete." J. Struct. Engrg., ASCE, 114(8), 1804-1826
10. Park, R., Priestley, M. J. N., and Gill, W. D. (1982). "Ductility of square confined concrete columns."J. Struct. Div., ASCE, 108(4), 929-950
11. Paulay, T. (1980). "Deterministic design procedure for ductile frames in seismic areas." ACI Special Publication No. SP63: Reinforced concrete structures subjected to wind and earthquake forces, American Concrete Institute, Detroit, Mich., 357-381
12. Popovics, S. (1973). "A numerical approach to the complete stress-strain curves for concrete." Cent. Concr. Res., 3(5), 583-599
13. Sargin, M. (1971). "Stress-strain relationships for concrete and the analysis of structural concrete sections." Study No. 4, Solid Mech. Div. Univ. of Waterloo Waterloo Ontario Canada
14. Schickert, G. and Winkler, H. (1979). Results of tests concerning strength and strain of concrete subjected to multiaxial compressive stresses. Deutscher Ausschuss fur Stahlbeton Berlin West Germany Heft 277
15. Sheikh, S. A. (1982). "A comparative study of confinement models." ACIJ. 79(4) 296-306
16. Sheikh, S. A., and Uzumeri, S. M. (1982). "Analytical model for concrete confinement in tied columns." J. Struct, Div., ASCE, 108(12), 2703-2722
17. Sheikh, S. A., and Yeh, C. C. (1982). "Flexural behavior of confined concrete columns." ACIJ., 83(3), 389-404
18. Sheikh, S. A., and Yeh, C. C. (1990). "Tied concrete columns under axial load and flexure," J. Struct. Engrg., ASCE, 116(10), 2780-2800
19. Sturman, G. H., Shah, S. P., and Winter, G. (1965). "Effect of flexural strain gradient on microcracking and stress-strain behavior of concrete." ACI J., 62(7), 805-822
20. William, K. J., and Warnke, E. P. (1975). "Constitutive model for the triaxial behavior of concrete." Proc, Int. Association for Bridge and Struct. Engrg., Int. Association for Bridge and Struct. Engrg., 19, 1-30
21. Yeh, C.-C, and Sheikh, S. A. (1988). "Behavior of confined concrete columns under axial load and flexure." Res. Report No. UHCE88-2, Univ. of Houston Houston Tex.