[1] Radomski, W. (2002). Bridge rehabilitation. London: Imperial College Press.

[2] Zhang, J. Teng, J. Wong, Y. and Lu, Z. (2001). Behavior of two-way RC slabs externally bonded with steel plate. Journal of Structural Engineering, 127(4), 390-397.

[3] Ebead, U. and Marzouk, H. (2002). Strengthening of two-way slabs using steel plates. Structural Journal. 99(1), 23-31.

[4] Papanicolaou, C. Triantafillou, T. Papantoniou, I. and Balioukos, C. (2009). Strengthening of two-way reinforced concrete slabs with textile reinforced mortars (TRM). In: Proc of the 4th colloquium on textile reinforced structures (CTRS4) und zur 1. Anwendertagung. Eigenverlag: Technische Universität Dresden,409–420.

[5] Koutas, L. and Bournas, D. (2016). Flexural strengthening of two-way RC slabs with textile-reinforced mortar: experimental investigation and design equations. Journal of Composites for Construction. 21(1), 04016065.

[6] Kexin, Z. and Quansheng, S. (2016). Strengthening of a Reinforced Concrete Bridge with Polyurethane-cement Composite (PUC). The Open Civil Engineering Journal, 10(1), 768-781.

[7] Limam, O. Foret, G. and Ehrlacher, A. (2003). RC two-way slabs strengthened with CFRP strips:experimental study and a limit analysis approach. Composite Structures, 60(4), 467-471.

[8] Qian, K. and Li, B. (2012). Strengthening and retrofitting of RC flat slabs to mitigate progressive collapse by externally bonded CFRP laminates. Journal of Composites for Construction, 17(4), 554-565.

[9] Jones, R. Swamy, R. and Charif, A. (1988). Plate separation and anchorage of reinforced concrete beams strengthened by epoxy-bonded steel plates. Structural Engineer, 66(5).

[10] Hussain, M. Sharif, A. Bauch, I, Al Sulaimani, G. (1995) Flexural behavior of precracked reinforced concrete beams strengthened externally by steel plates. Structural Journal, 92(1), 14-23.

[11] Naaman, A. and Rienhardt, H.W. (2003). Setting the Stage, Toward Performance Based Classification of FRC Composites. In: High Performance Fiber Reinforced Cement Composites (HPFRCC 4), Proc. of the 4th Int. RILEM Workshop, concrete journal, 43(6), 57-62.

[12] Chanvillard, G. and Rigaud, S. (2003). Complete characterization of tensile properties of Ductal UHPFRC according to the French recommendations. In: Proceedings of the 4th International RILEM workshop High Performance Fiber Reinforced Cementitious Composites, RILEM Publications SARL, 21-34.

[13] Li, V.C. (1993). From micromechanics to structural engineering-the design of cementitous composites for civil engineering applications.

[14] FISCHER, G. and Shuxin, W. (2003). Design of engineered cementitious composites (ECC) for processing and workability requirements, in: Brittle Matrix Composites 7. Elsevier, 29-36.

[15] Rosenblueth, E. and Meli, R. (1986). The 1985 Mexico earthquake. Concrete international, 8(5), 23-34.

[16] Farhat, F. Nicolaides, D. Kanellopoulos, A. and Karihaloo, B. (2007). High performance fibre-reinforced cementitious composite (CARDIFRC)–Performance and application to retrofitting. Engineering fracture mechanics, 74(1-2), 151-167.

[17] Habel, K. and Gauvreau, P. (2008). Response of ultra-high performance fiber reinforced concrete (UHPFRC) to impact and static loading. Cement and Concrete Composites, 30(10), 938-946.

[18] Choi, W. Yun, H. Cho, Ch. And Feo, L. (2014). Attempts to apply high performance fiber-reinforced cement composite (HPFRCC) to infrastructures in South Korea. Composite Structures, 109, 211-223.

[19] Hemmati, A. Kheyroddin, A. and Sharbatdar, M.K. (2015). Increasing the flexural capacity of RC beams using partially HPFRCC layers. Computers and Concrete, 16(4), 545-568.

[20] Hemmati, A., Kheyroddin, A., Sharbatdar, M.K., “Flexural Behavior of Reinforced HPFRCC Beams”, Journal of Rihabilitation in Civil Engieering, Vol. 1 (2013) 66-77.

[21] Hemmati, A., Kheyroddin, A. and Sharbatdar, M.K. (2014), “Plastic hinge rotation capacity of reinforced HPFRCC beams”, J. Struct. Eng., 141(2), 04014111.

[22] Behzard, P. Sharbatdar, M.K. and Kheyroddin, A. (2016). A different NSM FRP technique for strengthening of RC two-way slabs with low clear cover thickness. Scientia Iranica A, 23(2), 520-534.

[23] Hemmati, A. Kheyroddin, A. Sharbatdar, M.K. Park, Y. and Abolmaali, A. (2016). Ductile behavior of high performance fiber reinforced cementitious composite (HPFRCC) frames. Construction and Building Materials, 115, 681-689.

[24] Abbaszade, M.A. Sharbatdar, M.K. and Kheyroddin, A. (2017). Strain Hardening Cementitous Comosites for Retrofitting Two-Way RC Slabs. Journal of Fundamental and Applied Sciences, 9(2), 1251-1282.

[25] Alaee, F. (2002). Retrofitting of concrete structures using high performance fibre reinforced cementitious composite (HPFRCC). Cardiff University.

[26] Yun, H.-D. Rokugo, K. Izuka, T. and Lim, S. (2011). Crack-damage mitigation of RC one-way slabs with a strain-hardening cement-based composite layer. Magazine of Concrete Research, 63(7), 493-509.

[27] Naghibdehi, M. Mastali, M. Sharbatdar, M.K. and Naghibdehi, M.G. (2014). Flexural performance of functionally graded RC cross-section with steel and PP fibres. Magazine of Concrete Research, 66(5), 219-233.

[28] Banthia, N. and Nandakumar, N. (2003). Crack growth resistance of hybrid fiber reinforced cement composites. Cement and Concrete Composites, 25(1), 1-9.

[29] Meng, W. and Khayat, K.H. (2017). Improving flexural performance of ultra-high-performance concrete by rheology control of suspending mortar. Composites Part B: Engineering, 117, 26-34.

[30] Meng, W. Valipour, M. and Khayat, K.H. (2017). Optimization and performance of cost-effective ultra-high performance concrete. Materials and structures, 50(1), 29.

[31] Li, V.C. Wang, S. Wang, Sh, and Wu, C. (2001). Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC). ACI Materials Journal-American Concrete Institute, 98(6), 483-492.

[32] Hemmati, A. Kheyroddin, A. and Sharbatdar, M.K. (2013). Plastic hinge rotation capacity of reinforced HPFRCC beams. Journal of Structural Engineering, 141(2), 04014111.

[33] Meng, W. and Khayat, K.H. (2016). Experimental and Numerical Studies on Flexural Behavior of Ultrahigh-Performance Concrete Panels Reinforced with Embedded Glass Fiber-Reinforced Polymer Grids. Transportation Research Record: Journal of the Transportation Research Board, 2592, 38-44.

[34] Afefy, H. and Fawzy, T.M. (2013). Strengthening of RC one-way slabs including cut-out using different techniques. Engineering Structures, 57, 23-36.

[35] Robert, Park. (1998). Ductility evalution from laboratory and analytical testing. Tokyo-Kyoto, JAPAN: Ninth world Conference on Earthquake Engineering, 606-607.