To　address　the　complexity　and　inefficiency　of　the　current　experimental　and　numerical　simulation　methods,　a　simplified　analysis　and　prediction　method　for　the　dynamic　response　of　fiber-reinforced　polymer　(FRP)/steel　hybrid-reinforced　concrete　beams　under　impact　loads　was　investigated.　Firstly,　a　dynamic　bending-shear　resistance　model　of　hybrid-reinforced　concrete　beams　was　established.　Subsequently,　based　on　this　model　and　considering　the　stress　wave　propagation　effect,　an　improved　two　degree　of　freedom　simplified　analytical　model　was　proposed　to　predict　the　impact　response　of　hybrid-reinforced　concrete　simply　supported　beams,　and　the　accuracy　of　the　model　was　verified.　Finally,　based　on　the　dimensional　analysis,　an　empirical　prediction　model　of　the　peak　displacement　and　impact　force　time　history　curves　of　the　hybrid-reinforced　beams　was　established　by　regression　analysis　of　the　results　of　120　sets　of　impact　conditions　calculated　with　the　two　degree　of　freedom　model.　The　results　show　that　the　prediction　error　of　the　model　was　basically　within　20%,　which　provides　an　effective　and　simplified　calculation　method　for　the　engineering　practice　of　the　hybrid-reinforced　concrete　simply　supported　beams　under　impact　loads.　©　2025　Chinese　Vibration　Engineering　Society.　All　rights　reserved.