Reliability-based design of reinforced concrete columns

Structural Safety

Volumn 18, Issue 2-3 SPEC. ISS., 1996, Pages 179-194

  Mirza, S Ali ^a  

^a LAKEHEAD UNIVERSITY   (Canada)

Author keywords

Building codes; Columns (supports); Limit states design; Load factors; Probability theory; Reinforced concrete; Resistance factors; Safety; Strength; Structural design; Tied columns

Indexed keywords

ACCIDENT PREVENTION; BUILDING CODES; COLUMNS (STRUCTURAL); CONCRETE REINFORCEMENTS; PROBABILITY; REINFORCED CONCRETE; RELIABILITY THEORY; SPECIFICATIONS; STEEL; STRENGTH OF MATERIALS; STRUCTURAL LOADS;

LOAD FACTORS; PROBABILITY THEORY; REINFORCED CONCRETE COLUMNS; RELIABILITY BASED DESIGN; RESISTANCE FACTORS; SAFETY CRITERIA; VARIABILITY;

STRUCTURAL DESIGN;

EID: 0030387458     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/0167-4730(96)00010-0     Document Type: Article

References (26)

1. ACI Committee 318, Building code requirements for reinforced concrete (ACI 318-63). American Concrete Institute, Detroit, 1963.
2. ACI Committee 318, Building code requirements for reinforced concrete (ACI 318-71). American Concrete Institute, Detroit, 1971.
3. ACI Committee 318, Building code requirements for reinforced concrete (ACI 318-77). American Concrete Institute, Detroit, 1977.
4. ACI Committee 318, Building code requirements for reinforced concrete (ACI 318-83). American Concrete Institute, Detroit, 1983.
5. ACI Committee 318, Building code requirements for reinforced concrete (ACI 318-89) (revised 1992) and commentary-ACI 318R-89 (revised 1992). American Concrete Institute, Detroit, 1992.
6. ACI Committee 318, Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95). American Concrete Institute, Detroit, 1995.
7. American National Standards Minimum Design Loads for Buildings and Other Structures (ANSI A58.1-1982). American National Standards Institute, New York, 1982.
8. American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, (ASCE 7-88). ASCE, New York, 1990.
9. Galambos, T. V., Ellingwood, B., MacGregor, J. G. and Cornell, C. A., Probability-based load criteria: assessment of current design practices. Journal of the Structural Division, ASCE, 1982, 108(ST5), 959-977.
10. Ellingwood, B., MacGregor, J. G., Galambos, T. V. and Cornell, C. A., Probability-based load criteria: load factors and load combinations. Journal of the Structural Division, ASCE, 1982, 108(ST5), 978-997.
11. Nowak, A. S. and Curtis, J. D., Risk analysis computer program. Department of Civil Engineering Report No. UMEE 80R2, University of Michigan, Ann Arbor, 1980.
12. Mirza, S. A., Hatzinikolas, M. and MacGregor, J. G., Statistical descriptions of strength of concrete. Journal of the Structural Division, ASCE, 1979, 105(ST6), 1021-1037.
13. Mirza, S. A. and MacGregor, J. G., Variability of mechanical properties of reinforcing bars. Journal of the Structural Division, ASCE, 1979, 105(ST5), 921-937.
14. Mirza, S. A. and MacGregor, J. G., Variations in dimensions of reinforced concrete members. Journal of the Structural Division, ASCE, 1979, 105(ST4), 751-766.
15. Mirza, S. A., Application of Monte Carlo simulation to structural engineering problems. Structural Engineering Review, 1992, 4, 241-248.
16. Kikuchi, D. K., Mirza, S. A. and MacGregor, J. G., Strength variability of bonded prestressed concrete beams. Structural Engineering Report No. 68, University of Alberta, Edmonton, Alberta, 1978.
17. Quast, U., Geeignete Vereinfachungen für die Lösung des Traglastproblems der ausmittig gedrückten prismatischen Stahlbetonstütze mit Rechteckquerschnitt. Dr.-Ing. Dissertation, Fakutät für Bauwesen, Technischen Universität Carolo-Wilhelmina, Braunschweig, Germany, 1970.
18. Mirza, S. A. and MacGregor, J. G., Slenderness and strength reliability of reinforced concrete columns. ACI Structural Journal, 1989, 86, 428-438.
19. Hognestad, E., A study of combined bending and axial load in reinforced concrete members. Engineering Experiment Station Bulletin No. 399, University of Illinois, Urbana, 1951.
20. Mehmel, A., Schwarz, H., Kasparek, K. H. and Makovi, J., Tragverhalten ausmittig beanspruchter Stahlbetondruckglieder. Bulletin No. 24, Deutscher Ausschuss für Stahlbeton, Berlin, 1969.
21. Chang, W. F. and Ferguson, P. M., Long hinged reinforced concrete columns. ACI Journal, 1963, 60, 1-26.
22. Grant, L. H., Mirza, S. A. and MacGregor, J. G., Monte Carlo study of strength of concrete columns. ACI Journal, 1978, 75, 348-358.
23. Mirza, S. A., Lee, P. M. and Morgan, D. L., ACI stability resistance factor for RC columns. Journal of Structural Engineering, 1987, 113, 1963-1976.
24. Mirza, S. A., Probability-based strength criterion for reinforced concrete slender columns. ACI Structural Journal, 1987, 84, 459-466.
25. MacGregor, J. G., Load and resistance factors for concrete design. ACI Journal, 1983, 80, 279-287.
26. Mirza, S. A. and MacGregor, J. G., Probabilistic study of strength of reinforced concrete members. Canadian Journal of Civil Engineering, 1982, 9, 431-448.