Nowadays all know the importance of seismic resisting of buildings in earthquake-prone areas. With regard to this point that present concrete buildings are generally designed and built based on ancient regulations without considering the effect of earthquake forces and the new regulations don't estimate any tremble, so, these buildings must be resistance able. We can use different methods to repair destructed concrete buildings by the earthquake or to accomplish tremble resistance of present concrete buildings. There are two ways of using steel sheets and FRP sheets for concrete members reinforcement or restoration. Each of these two methods is unstandardization of these materials with concrete and lack of coordination in their manner and characteristics. In this article, we try to compare concretes which one consist of above yam frame the point of view of compressive and tonsorial resistance to produce concrete sheets with high resistance completely, that at last simple's receptacle of steel sheets had better results of compressive and tonsorial resistance to produce these sheets into other samples.