Reliability and model accuracy for high-strength concrete column design

Journal of Structural Engineering

Volumn 125, Issue 3, 1999, Pages 290-300

  Stewart, Mark G ^a   Attard, Mario M ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

HIGH STRENGTH CONCRETE (HSC); LOAD AND RESISTANCE FACTOR DESIGN (LRFD); ULTIMATE STRENGTH LIMIT;

BUILDING CODES; COLUMNS (STRUCTURAL); MATHEMATICAL MODELS; STRESS ANALYSIS; STRUCTURAL DESIGN;

REINFORCED CONCRETE;

EID: 0033101887     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:3(290)     Document Type: Article

References (32)

1. Attard, M. M., and Foster, M. M. (1995). "Ductility of high strength concrete columns." UNICIV Rep. No. R-344, University of New South Wales, Sydney, Australia.
2. Attard, M. M., and Stewart, M. G. (1998). "A two parameter stress block for high strength concrete." ACI Struct. J., 95(3), 305-317.
3. Bartlett, F. M., and MacGregor, J. M. (1995). "In-place strength of high performance concretes." Fall Convention of ACI, American Concrete Institute, Detroit.
4. Bartlett, F. M., and MacGregor, J. M. (1996). "Statistical analysis of the compressive strength of concrete in structures." ACI Mat. J., 93(March-April), 158-168.
5. Basappa, R. H., and Rangan, B. V. (1996). "Failure load of high strength concrete (HSC) columns under eccentric compression." Australian Civ. Engrg. Trans., CE39(1), 19-29.
6. Bridge, R. Q., and Pham, L. (1984). "Reliability analysis of short beam-columns in steel." 9th Australian Conf. on Mech. of Struct. and Mat., 289-294.
7. "Building code requirements for structural concrete." (1995). ACI 318-95, American Concrete Institute, Detroit.
8. "Concrete structures." (1994). AS 3600, Standards Association of Australia, Sydney, Australia.
9. "Design of concrete structure." (1995). NZS 3101, Standards New Zealand, Wellington, New Zealand.
10. "Design of concrete structures in buildings." (1994). CAN 3-A23.3-M94, Canadian Standards Association, Rexdale, Ont., Canada.
11. Diniz, S. M. C., and Frangopol, D. M. (1997a). "Reliability bases for high-strength concrete columns." J. Struct. Engrg., ASCE, 123(10), 1375-1381.
12. Diniz, S. M. C., and Frangopol, D. M. (1997b). "Strength and ductility simulation of high-strength concrete columns." J. Struct. Engrg., ASCE, 123(10), 1365-1374.
13. Ellingwood, B., Galambos, T. V., MacGregor, J. G., and Cornell, C. A. (1980). "Development of a probability based load criterion for American National Standard A58." Nat. Bureau of Standards Spec. Publ. 577, U.S. Government Printing Office, Washington, D.C.
14. Foster, S. F., and Attard, M. M. (1997). "Experimental tests on eccentrically loaded high strength concrete columns." ACI Struct. J., 94(3), 295-303.
15. Galambos, T., Ellingwood, B., MacGregor, J., and Cornell, A. (1982). "Probability based load criteria: Assessment of current design practice." J. Struct. Div., ASCE, 108(5), 959-977.
16. Hognestad, E. (1951). "A study of combined bending and axial load in reinforced concrete members." Bull. Ser. No. 399, University of Illinois Engineering Experiment Station.
17. Ibrahim, H. H. H., and MacGregor, J. G. (1997). "Modification of the ACI rectangular stress block for high strength concrete columns." ACI Struct. J., 94(1), 40-48.
18. Israel, M., Ellingwood, B., and Corotis, R. (1987). "Reliability-based code formulations for reinforced concrete buildings." J. Struct. Div., ASCE, 113(10), 2235-2252.
19. MacGregor, J. G. (1988). Reinforced concrete: Mechanics and design. Prentice-Hall, Englewood Cliffs, N.J.
20. MacGregor, J. G., Breen, J. E., and Pfrang, E. O. (1970). "Design of slender concrete columns." J. Am. Concrete Inst., 67(1), 6-28.
21. Melchers, R. E. (1987). Structural reliability: Analysis and prediction. Ellis Horwood, Chichester, U.K.
22. Mendis, P. A., and Pendyala, R. S. (1997). "Structural design with high-strength high-performance concrete - beams and columns." Concrete in Australia, 23(2), 26-28.
23. Mirza, S. A. (1996). "Reliability-based design of reinforced concrete columns." Struct. Safety, 18(2/3), 179-194.
24. Mirza, S. A., and MacGregor, J. G. (1979a). "Variability of mechanical properties of reinforcing bars." J. Struct. Div., ASCE, 105(5), 921-937.
25. Mirza, S. A., and MacGregor, J. G. (1979a). "Variations in dimensions of reinforced concrete members." J. Struct. Div., ASCE, 105(4), 751-766.
26. Mirza, S. A., and MacGregor, J. G. (1982). "Probabilistic study of strength of reinforced concrete members." Can. J. Civ. Engrg., Ottawa, 9, 431-448.
27. Ngab, A. S., Floyd, O. S., and Nilson, A. R. (1981). "Microcracking and time-dependent strains in high strength concrete." ACI J., July-August, 262-268.
28. Pham, L. (1985). "Load combinations and probabilistic load models for limit states codes." Civ. Engrg. Trans., CE27(1), 62-67.
29. "Proposition d'Annexe BHP du Reglement Bael BAEL." (1995). Final Rep., AFREM-95, Connaissance et Utilisation des BMP, LCPC, Paris.
30. Smadi, M. M., Floyd, O. S., and Nilson, A. R. (1985). "High-, medium-, and low-strength concretes subject to sustained overloads - strains, strengths, and failure mechanisms." ACI J., September-October, 657-664.
31. Stewart, M. G., and Attard, M. M. (1998). "Structural reliability and model errors for high strength concrete column design." Res. Rep. No. 159.01.1998, Dept. of Civ., Surv., and Envir. Engrg., Univ. of Newcastle, Newcastle, Australia.
32. Stewart, M. G., and Melchers, R. E. (1997). Probabilistic risk assessment for engineering systems. Chapman & Hall, London.