To　solve　the　corrosion　problems　of　steel　bars　in　reinforced　concrete　(RC)　structures　and　brittle　damage　in　pure　fiber-reinforced　polymer　(FRP)　reinforced　concrete　structures,　hybrid-reinforced　concrete　(hybrid-RC)　structures　combining　FRP　and　steel　bars　have　been　proposed.　The　studies　on　hybrid-RC　structures　have　focused　on　static　loading　conditions,　while　the　structures　may　also　be　subjected　to　impact　loading,　leading　to　significant　damage.　Due　to　the　difference　in　the　properties　of　FRP　and　steel　bars,　FRP　bars　are　always　equivalent　to　steel　bars　based　on　different　principles　in　calculation　and　design,　e.g.,　equal-area,　equal-strength,　and　equal-stiffness.　In　this　work,　to　investigate　the　impact　behavior　of　hybrid-RC　beams　and　the　influence　of　design　principles,　17　specimens　were　designed　and　modeled　using　Basalt　FRP　(BFRP)　bars　replacing　steel　bars.　The　results　show　that　the　equalstrength-reinforced　beams　have　the　smallest　damage　extent,　and　the　largest　impact　and　reaction　forces.　While　the　equal-stiffness-reinforced　beams　have　the　greatest　damage　extent,　the　beams　exhibited　a　better　deformation　and　deformation　recovery　capacity.　The　impact　resistance　of　equal-area-reinforced　beams　is　between　the　remaining　two.　Besides,　to　fully　utilize　the　material　performance,　for　structures　with　high　deformation　and　damage　control　requirements,　it　is　recommended　to　use　equal-strength-reinforced　beams;　for　structures　that　need　to　reduce　residual　deflections,　impact　forces　and　reaction　forces,　equal-stiffness-reinforced　beams　are　suggested;　and　if　the　economy　of　the　materials　is　considered,　equal-area-reinforced　beams　may　be　the　preferred　choice.　The　current　study　could　be　a　reference　for　impact-resistant　design　for　hybrid-RC　structures.