Steel　fiber　reinforced　concrete　(SFRC)　has　been　proved　to　be　an　appropriate　material　to　resist　extreme　dynamic　loadings.　To　explore　the　structural　behavior　of　the　SFRC　component　under　multiple　impact　loadings,　eight　beams　with　continuous　rebars　were　tested　with　a　drop　hammer　system.　Crack　patterns　were　observed　while　strains　of　rebar　and　concrete,　deformation　of　beams,　the　impact　and　reaction　forces　as　well　as　acceleration　were　recorded　during　the　experiment.　The　structural　performances　were　analyzed,　and　influences　of　steel　fiber　amount,　stirrup　ratio,　concrete　strength　and　the　times　of　impact　loading　were　discussed.　The　test　observations　indicated　that　compared　with　ordinary　RC　beams　after　the　first　impact,　crack　patterns　of　SFRC　beams　were　changed　from　punching-shear　to　bending　and　the　peak　mid-span　deflection　is　considerably　reduced.　Under　multiple　impact　loadings,　the　crack　patterns　of　SFRC　beams　are　mainly　determined　by　the　first　blow,　and　few　new　cracks　will　be　generated　by　the　subsequent　loadings.　The　increment　of　maximum　mid-span　deflection,　however,　increases　as　the　number　of　blow　increases.　The　shapes　of　deflection　curves　and　distribution　of　internal　force　(dynamic　shear　force)　for　SFRC　beams　under　multiple　impact　loadings　are　significantly　different　from　those　under　static　loadings.　Moreover,　the　magnitude　of　the　shear　force　slightly　increases　while　the　peak　impact　force　decreases　with　the　increasing　of　impact　times.　With　the　increasing　steel　fiber　amount,　impact　force　and　energy　absorption　capacity　of　SFRC　beams　were　increased　while　the　residual　deflection　was　reduced.