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0 0051 0 0068 { 350 400 500 E-E

0 004 0 0055 { 350 400 500 F-F

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126

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127

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�References� `@=vt1. Jalali, M., Sharbatdar, M.K., ChenJ.F., Jandaghi Alaee,

F., \Shear strengthening of RC beams using innova-tive manually made NSM FRP bars", Construction andbuilding materials, 36(11), pp.990-1000 (2012).

2. Sharbatdar, M.K. \Concrete columns and beams ein-forced with FRP bars and grids under monotonic andreversed cyclic loading", Ph.D. Thesis, University of Ot-tawa, Ottawa, Canada (2003).

3. Sharbatdar, M.K. and Saatcioglu, M. \Behavior of FRPreinforced concrete under simulated seismic loading",13th World Conference on Earthquake Engineering, Van-couver, B.C., Canada (2004).

4. Sharbatdar, M.K. and Saatcioglu, M. \Flexural behav-ior of FRP reinforced concrete beams under reversedcyclic loading", Fourth International Conference on Ad-vanced Composite Materials in Bridges and Structures,ACMBS-IV, Calgary, Canada (2004).

5. ACI Committee 440, Guide for the Design and Construc-tion of Concrete Reinforced with FRP Bars, ACI440.1R-03, American Concrete Institute, USA, 41 p. (2003).

6. Canadian Standards Association, S806-02, Design andConstruction of Building Components with Fiber-Reinforced Polymers, CSA, Rexdale Ontario (May 2002).

7. Japanese Society of Civil Engineers (JSCE), Recom-mendation for Design and Construction of ConcreteStructures Using Continuous Fiber Reinforcing Materi-als, Concrete Engineering Series 23, Tokyo (1997).

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8. Nanni, A. \North America design guidelines for concretereinforcement and strengthening using FRP: Principles,applications, and unresolved issues", FRP Composites inCivil Engineering, 1, Conference proceeding, Hong Kong(2001).

9. Barris, C., Torris, L.., Turon, A. and Baena, M. \An ex-perimental study of the exural behavior of GFRP RCbeams and comparison with prediction models", Com-posite Structures, 91(3), pp. 286-295 (2009).

10. Ferreira, A., Camanho, P.P., Marques, A.T., Fernandes,A.A. \Modeling concrete beams reinforced with FRP re-bars", Composite Structures, 53, pp. 107-116 (2001).

11. Al-Salloum, Y.A., Alsayed, S.H., Almusallam, T.H. andSiddiqui, N.A. \Seismic behavior of FRP-upgraded ex-

terior RC beam-column joints", Concrete Repair, Re-habilitation and Retro�tting, Taylor & Francis Group,London, ISBN 978-0-415-46850-3 (2009).

12. Sharbatdar, M.K., Saatcioglu, M. and Benmokrane, B.\Seismic exural behavior of concrete connections re-inforced with CFRP bars and", Composite Structures,93(10), pp. 2439-2449 (2011).

13. Iranian Code of Practice for Seismic Resistant Design ofBuildings, Standard No. 2800, 3rd edition, Building andHousing Research Center (2004).

14. ACI Committee 318, |it Building Code Requirementsfor Structural Concrete (ACI 318-05) and Commentary(ACI 318R-05), Farmington Hills (MI): American Con-crete Institute (2005).

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