To　study　the　seismic　reinforcement　method　of　prefabricated　concrete　pier　with　grouting　sleeve　(PCP-GS)　,　this　paper　takes　PCP-GS　and　PCP　with　grouting　sleeve-prestressed　tendon　combined　connection　(PCP-GS-P)　as　research　objects.　Two　1/6　scale　models　of　PCP-GS　and　PCP-GS-P　were　designed　and　manufactured.　According　to　the　damage　characteristics　of　the　two　piers,　a　combined　reinforcement　method　based　on　carbon　fiber　reinforced　plastic　(CFRP)　and　external　metallic　dissipater　(CFRP-EMD)　for　the　specimens　was　proposed.　The　near　fault　ground　motions　were　selected　as　input.　Shaking　table　tests　for　the　model　piers　were　carried　out　under　unidirectional　and　bidirectional　excitations.　The　reinforcement　effects　of　CFRP-EMD　on　the　two　specimens　were　analyzed　through　test　phenomena,　basic　dynamic　characteristics,　and　seismic　response　laws.　Results　show　that　the　main　seismic　damages　of　the　two　specimens　were　pier　body　cracking,　opening　and　closing　at　the　joint　seam,　and　spalling　or　crushing　of　seam　concrete.　Compared　with　PCP-GS,　the　stiffness　and　self-reset　ability　of　PCP-GS-P　were　improved,　and　the　damage　velocity　and　damage　degree　of　the　pier　body　and　joint　seam　were　reduced.　The　CFRP-EMD　could　effectively　increase　the　stiffness,　energy　dissipation　capacity,　and　anti-deformation　capacity　of　the　damaged　fabricated　specimens.　The　plastic　deformation　of　PCP-GS-P　strengthened　with　CFRP-EMD　was　more　reasonable.　The　proposed　design　and　implementation　method　can　be　used　as　reference　for　seismic　reinforcement　of　prefabricated　concrete　piers.　©　2023　Harbin　Institute　of　Technology.　All　rights　reserved.