Reliability-based design recommendations for FRP-reinforced concrete beams

Author:

Ribeiro S.E.C.,Diniz S.M.C.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

1. Flexural behavior and design of reinforced concrete using FRP rods;Nanni;J Struct Eng,1993

2. fib. fib bulletin 40: FRP reinforcement in RC structures. Féderation Internationale du Béton; 2007.

3. Diniz SMC. Reliability evaluation of FRP reinforced concrete beams. In: Spanos P, Deodatis G, editors. Computational stochastic mechanics – CSM5, Rhodes, Greece, June 21–23, 2006. Mill Press; 2007, p. 215–25.

4. Shield CK, Galambos TV, Gulbrandsen P. On the history and reliability of the flexural strength of FRP reinforced concrete members. In: Sen R, Seracino R, Shield C, Gold W, editors. ACI 440.1R, SP-275: fiber-reinforced polymer reinforcement for concrete structures. American Concrete Institute; 2011. CD-ROM.

5. ASCE-SEI. Minimum design loads for buildings and other structures – ASCE/SEI 7–10. American Society of Civil Engineers; 2010.

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