Reliability-based calibration of partial safety coefficients for fiber-reinforced plastic

Journal of Composites for Construction

Volumn 6, Issue 3, 2002, Pages 162-167

  Monti, Giorgio ^a   Santini, Silvia ^b  

^a SAPIENZA UNIVERSITY OF ROME   (Italy)

^b ROMA TRE UNIVERSITY   (Italy)

Author keywords

Calibration; Concrete reinforced; Ductility; Fiber reinforced materials; Flexure; Reliability; Shear

Indexed keywords

ACCIDENT PREVENTION; BENDING STRENGTH; CALIBRATION; DUCTILITY; OPTIMIZATION; PROBABILITY DENSITY FUNCTION; REINFORCED CONCRETE; RELIABILITY; SHEAR STRENGTH;

EUROCODE-TYPE DESIGN FORMAT; OLD-STYLE COMPONENTS; PARTIAL SAFETY FACTORS; PROBABILISTIC ANALYSIS;

FIBER REINFORCED PLASTICS;

EID: 13844255243     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2002)6:3(162)     Document Type: Article

References (6)

1. European Committee for Standardization (CEN). (1996). "Basis of design and actions on structures." Eurocode 1, ENV 1991-1, Brussels.
2. Madsen, H. O., Krenk, S., and Lind, N. C. (1986). Methods of structural safety, Prentice-Hall, Englewood Cliffs, N.J.
3. Melchers, R. E. (1999). Structural reliability analysis and prediction, 2nd Ed., Wiley, Chichester, U.K.
4. Melchers, R. E. (2001). "Assessment of existing structures-Approaches and research needs." J. Struct. Eng., 127(4), 406-411.
5. Plevris, N., Triantafillou, T. C., and Veneziano, D. (1995). "Reliability of RC members strengthened with CFRP laminates." J. Struct. Eng., 121(7), 1037-1044.
6. Rackwitz, R. (2000), "Optimization-The basis of code-making and reliability verification." Struct. Safety, 22, 27-60.