[1] Naaman, A.E., Reinhardt, 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’l RILEM Workshop, A.E. Naaman and H.W. Reinhardt.
[2] Fischer,G.,Wang,S.and Li,V.C.(2003)."Design of engineerd cementitious composites for processing and workability requirments".7th International Symposium on Brittle Matrix Composites,29-36
[3] Li,VC.)1993(." From micromechanics to structural engineering-the design of cementitous composites for civil engineering applications".JSCE J.of Structural Mechanics and Earthquake Engineering 10(2),37-48
[4] Farhat, F.A, Nicolaides, D., Kanellopoulos, A., Karihaloo, B.L.(2007)."High performance fibre-reinforced cementitious composite (CARDIFRC)–Performance and application to retrofitting".Engineering Fracture Mechanics;74:151–67. doi:10.1016/j.engfracmech.2006.01.023.
[5] Kunieda,M.and Rokugo, K.(2006)."Measurement of crack opening behavior within ECC under bending moment"In proc.,Int,1 RILEM Workshop HPFRCC in Structural Applications,Eds.Fischer,G.,and V.C.Li,313-322
[6] Wang, S.,(2005)."Micromechanics based matrix design for engineering cementitious composites",phD dissertation, Michigan University.
[7] Stang,H.,and Li,V.C.(2004)."Classification of fiber reinforced cementitious materials for structural applications,"in Fiber-Reinforced Concrete ,Proc,BEFIB 2004,Ed.M.di Prisco R.Felicetti and G.A. Plizzari,197-218
[8] Hemmati A, Kheyroddin A, Sharbatdar M.K.(2015)."Increasing the flexural capacity of RC beams using partially HPFRCC layers". Compututers and Concrete;16:545–568.DOI/10.12989/cac.2015.16.4.545
[9] Hemmati A, Kheyroddin A, Sharbatdar M, Park Y, Abolmaali A.(2016)." Ductile behavior of high performance fiber reinforced cementitious composite (HPFRCC) frames.ConstrBuild Mater";115:681–9. doi:10.1016/j.conbuildmat.2016.04.078.
[10] Hemmati,A.,Kheyroddin,A. and Sharbatdar,M.K. (2014)."plastic hinge rotation capacity of reinforced HPFRCC beams" j.Struct.Eng., 141(2),04014111.
[11] Sharbatdar, M.K, Parsa, H. (2016). "The evaluation of strengthening effect of reinforced concrete structures with FRP on seismic dynamic performance of the structures", Journal of Structural and Construction Engineering (JSCE), :(DOI) 10.22065/jsce.2017.97090.1312.
[12] Mostofinejad, D. (1997)."Ductility and Moment Redistribution in Continuous FRP Reinforced Concrete Beam ," phD thesis, Department of Civil and Environmental Engineering, Carleton University , Ottawa ,Ontario ,Canada
[13] Mostofinejad, D. Farahbod. F.(2011)."Experimental study of moment redistribution in RC frames strengthened with CFRP sheets." Composite Structures.p.1168-1177. doi:10.1016/j.compstruct.2010.10.004
[14] Maghsoudi AA, Akhbarzadeh H.(2010)."Experimental and analytical investigation of reinforced high strength concrete continuous beams strengthened with fiber reinforced polymer". Materials and Design.31.p.1130-1147.d0i:10.1016/j.matdes.2009.09.041
[15] Maghsoudi AA, Hashemi H, Rahgozar R.(2008)." Flexural ductility of reinforced HSC beams strengthened with CFRP sheets. Struct Eng :30(4)
[16] Saghafi, M.h., H. Shariatmadar, and A.Kheyroddin. (2016)."Experimental Study and Application of High Performance Fiber Reinforced Cementitious Composites for Retrofitting Beam-Column Joints in Rigid-Framed Railway Bridges".Transportation Infrastructure Engineering(JTIE),. p. 33-51.
[17] Lopes, S.M .R.and Bernardo, L. F. A. (2003)."Plastic rotation capacity of high-strength concrete beam." journal of materials and structures", 36(1), ,p.22-31
[18] Lin C, Chien Y. (2000)."Effect of section ductility on moment redistribution of continuous concrete beams". J Chinese Inst Eng;23:131–41.
[19] Naaman A, Paramasivam P, Balazs GL, Eibl J, Erdelyi L, Hassoun NM, et al.(1995)."Reinforced and prestressed concrete using HPFRCC matrices". Proc 2nd Int RILEM/ACI Work, , p. 291–347
[20] Mishra,D. and Li, V.C.(1995)."Performance of ductile plastic hinge designed with an engineered cementitious composite". UMCEE Req.No.9506,University of Michigan;.
[21] Hemmati A, Kheyroddin A, Sharbatdar M.K.(2014)." Proposed equations for estimating the flexural characteristics of reinforced HPFRCC beams". Iran J Sci Technol Trans Civ Eng;38:395.
[22] Yang K-H, Chung H-S, Ashour AF. (2007). "Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams". Mag Concr Res 2007;59:575–86. doi:10.1680/macr.59.8.575.
[23] Fallah, M.M., Sharbatdar, M.K., Kheyroddin, A. (2017)."Experimental Strengthening of the Two-way RC Slabs with High Performance Fiber Reinforced Cement Composites Prefabricated sheets", Journal of Rehabilitation in Civil Engineering, DOI: 10.22075/jrce.2018.14532.1266.
[24] Fallah, M.M., Sharbatdar , M.K., Kheyroddin, A. (2017). "Experimental Study of the Performance of Two-way RC Slabs Retrofitted with High Performance Fibre Reinforced Cement Composite (HPFRCC) prefabricated laminates", Journal of Structural and Construction Engineering (JSCE), :(DOI) 10.22065/jsce.2018.120672.1480
[25] Sahraei moghadam, A.,Omidinasab, F., Dalvand, A. (2017). ”The flexural behavior of multi-layer high performance self-compacting hybrid fibers concrete slabs”, (DOI) 10.22065/JSCE.2018.122428.1498, In Press, (in Persian).
[26] Japan Society of Civil Engineers (JSCEs).(2008).”Recommendations for design and construction of high performance fiber reinforced cement composites with multiple fine cracks”,Concr Ser.82
[27] ACI, (2014). Building Code Requirements for reinforced Concrete. American Concrete Institute.ACI 318,famington Hills.Michigan.