1. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318M-05 Detroit.
2. Effect of matrix ductility on deformation behavior of steel reinforced ECC flexural members under reversed cyclic loading conditions;Fischer G.;ACI Struct. J.,2002
3. Influence of matrix ductility on tension-stiffening behavior of steel reinforced engineered cementitious composites (ECC);Fischer G.;ACI Struct. J.,2002
4. Deformation behavior of fiber-reinforced polymer reinforced engineered cementitious composites (ECC) flexural members under reversed cyclic loading conditions;Fischer G.;ACI Struct. J.,2003
5. Fukuyama H. Masuda Y. Sonobe Y. and Tanigaki M. (1995). “Structural performances of concrete frame reinforced with FRP reinforcement.” Proc. 2nd Int. Symp. on Non-metallic (FRP) Reinforcement for Concrete Structure (FRPRCS-2) London 275–286.