Reliability assessment of damaged RC framed structures

Journal of Structural Engineering

Volumn 123, Issue 7, 1997, Pages 889-895

  Val, Dimitri V ^a   Bljuger, Fiodor ^b   Yankelevsky, David Z ^b  

^a UNIVERSITY OF NEWCASTLE   (Australia)

^b TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

LOCAL DAMAGE;

ACCIDENT PREVENTION; ACCIDENTS; FAILURE (MECHANICAL); PROBABILITY; REINFORCED CONCRETE; RELIABILITY; SAFETY FACTOR;

STRUCTURAL FRAMES;

EID: 0031188709     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:7(889)     Document Type: Article

References (15)

1. Bažant, Z. P., Pan, J., and Pijaudier-Cabot, G. (1987). "Softening in reinforced concrete beams and frames." J. Struct. Engrg., ASCE, 113(12), 2333-2347.
2. British Standards Institution (BSI). (1985). "Structural use of concrete." BS 8110, London, U.K.
3. Comité Euro-International du Béton (CEB). (1976). "Common unified rules for different types of construction and materials." CEB Bulletin d'Information 116-E, Paris, France.
4. Comité Euro-International du Béton (CEB). (1993). "CEB-FIP Model Code 1990." CEB Bulletin d'Information 213/214. Lausanne, Switzerland.
5. Eibl, J. (1991). "Safety considerations for nonlinear analysis." Proc., IABSE Colloquium on Struct. Concrete, International Association for Bridge and Structural Engineering (IABSE), Stuttgart, Germany, 337-342.
6. Ellingwood, B. R. (1981). "Treatment of accidental loads and progressive failures in design standards." Structural safety and reliability (Proc., ICOSSAR'81), Elsevier Science Publishing BV, Amsterdam, The Netherlands, 649-666.
7. Ellingwood, B. R., and Leyendeker, E. V. (1978). "Approaches for design against progressive collapse." J. Struct. Div., ASCE, 104(3), 413-423.
8. Liu, P.-L., and Der Kiureghian, A. (1991). "Optimization algorithms for structural reliability." Struct. Safety, Amsterdam, The Netherlands, 9(3), 161-177.
9. Madsen, H. O. (1988). "Omission sensitivity factors." Struct. Safety, Amsterdam, The Netherlands, 5(1), 35-45.
10. Madsen, H. O., Krenk, S., and Lind, N. C. (1986). Methods of structural safety. Prentice-Hall, Inc., Englewood Cliffs, N.J.
11. Melchers, R. E. (1987). Structural reliability: analysis and prediction. Ellis Horwood, Ltd., Chichester, U.K.
12. "Minimum design loads for buildings and other structures," (1990). ASCE 7-88, ASCE, New York, N.Y.
13. Owen, D. R. J., and Hinton, E. (1980). Finite element in plasticity: theory and practice. Pineridge Press, Swansea, Wales.
14. Rackwitz, R., and Fiessler, B. (1978). "Structnral reliability under combined random load seqneoces." Comp. and Struct., 9(5), 489-494.
15. Val, D., Bljuger, F., and Yankelevsky, D. (1996). "Optimization problem solution in reliability analysts of RC structures." Comp. and Struct., 60(3), 351-355.