Optimized shear design equation for slender concrete beams reinforced with FRP bars and stirrups using Genetic Algorithm and reliability analysis

Author:

Shahnewaz MdORCID,Machial RobertORCID,Alam M. ShahriaORCID,Rteil Ahmad

Funder

National Science and Engineering Research Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference53 articles.

1. NSERC. Bridging the gap: composites extend infrastructure life. Retrieved from ; 2010.

2. Tottori S, Wakui H. Shear capacity of RC and PC beams using FRP reinforcement. In: Proceedings of the international symposium on fiber-reinforced-plastic reinforcement for concrete structures, SP-138; 1993. p. 615–31.

3. Building code requirements for structural concrete (ACI 318-05) and commentary (318R-05);ACI Committee 318,2005

4. CAN/CSA A23.3-04 design of concrete structures;Canadian Standards Association,2004

5. Proposed shear design equations for FRP-reinforced concrete beams based on genetic algorithms approach.;Nehdi;J Mater Civil Eng ASCE,2007

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