1 International Federation for Structural Concrete, fib Task Group 9.3, "xternally bonded FRP reinforcement for RC structures" Lausanne 2001
2 Benlloch, J., "uctility of reinforced concrete beams strengthened with CFRP strips and fabric" 337-346, 2002
3 Bencardino, F., "trength and ductility of reinforced concrete beams externally reinforced with carbon fiber fabric" 99 : 163-171, 2002
4 Duthinh, D, "trength and ductility of concrete beams reinforced with carbon fiberreinforced polymer plates and steel" 8 (8): 59-69, 2004
5 Mukhopadhyaya, P, "ptimizing structural response of beams strengthened with GFRP plates" 2 (2): 87-95, 1998
6 Yeh, F.Y, "onfinement efficiency and size effect of FRP confined circular concrete columns" 26 (26): 127-150, 2007
7 Oehlers, D.J., "oment redistribution in reinforced concrete beams" 163 (163): 165-176, 2010
8 Oehlers, D.J, "oment redistribution in continuous plated RC beams. Part 1 Tests" 26 (26): 2197-2207, 2004
9 Haskett, M.H., "nalysis of moment redistribution in FRP plated RC beams" 14 (14): 424-433, 2010
10 Haskett, M.H, "igid body moment-rotation mechanism for reinforced concrete beam hinges" 31 : 1032-1041, 2009
1 International Federation for Structural Concrete, fib Task Group 9.3, "xternally bonded FRP reinforcement for RC structures" Lausanne 2001
2 Benlloch, J., "uctility of reinforced concrete beams strengthened with CFRP strips and fabric" 337-346, 2002
3 Bencardino, F., "trength and ductility of reinforced concrete beams externally reinforced with carbon fiber fabric" 99 : 163-171, 2002
4 Duthinh, D, "trength and ductility of concrete beams reinforced with carbon fiberreinforced polymer plates and steel" 8 (8): 59-69, 2004
5 Mukhopadhyaya, P, "ptimizing structural response of beams strengthened with GFRP plates" 2 (2): 87-95, 1998
6 Yeh, F.Y, "onfinement efficiency and size effect of FRP confined circular concrete columns" 26 (26): 127-150, 2007
7 Oehlers, D.J., "oment redistribution in reinforced concrete beams" 163 (163): 165-176, 2010
8 Oehlers, D.J, "oment redistribution in continuous plated RC beams. Part 1 Tests" 26 (26): 2197-2207, 2004
9 Haskett, M.H., "nalysis of moment redistribution in FRP plated RC beams" 14 (14): 424-433, 2010
10 Haskett, M.H, "igid body moment-rotation mechanism for reinforced concrete beam hinges" 31 : 1032-1041, 2009
11 Liu, I.S.T., "ests on the ductility of reinforced concrete beams retrofitted with FRP and steel near-surface mounted plates" 10 (10): 106-114, 2006
12 Concrete Society, "esign guidance for strengthening concrete structures using fibre composite materials" (55) : 2000
13 Panagiotakos, T.B, "eformations of reinforced concrete members at yielding and ultimate" 98 (98): 135-148, 2001
14 El-Refaie, S.A, "agging and hogging strengthening of continuousreinforced concrete beams using carbon fiber-reinforced polymer sheets" 100 (100): 446-453, 2003
15 AS 3600-2001, "Standards Australia"
16 Rachel Howser, "Seismic interaction of flexural ductility and shear capacity in reinforced concrete columns" 국제구조공학회 35 (35): 593-616, 2010
17 Seyed S. Mahini, "Numerical modelling of FRP strengthened RC beam-column joints" 국제구조공학회 32 (32): 649-665, 2009
18 Seyed Hamid Hashemi, "Flexural ductility of reinforced HSC beams strengthened with CFRP sheets" 국제구조공학회 30 (30): 403-426, 2008
19 Seyed Hamid Hashemi, "Flexural ductility of reinforced HSC beams strengthened with CFRP sheets" 국제구조공학회 30 (30): 403-426, 2008
20 Akanshu Sharma, "Experiments on reinforced concrete beam-column joints under cyclic loads and evaluating their response by nonlinear static pushover analysis" 국제구조공학회 35 (35): 99-117, 2010
21 Oehlers, D.J, "Design of FRP and Steel Plated RC Structures: Retrofitting Beams and Slabs for Strength, Stiffness and Ductility" Elsevier 2004