Continuous　rigid-frame　bridges　with　cast-in-place　or　prefabricated　super-high　piers　with　grouted　sleeve　connections　(CSHP-B　or　PSHP-B)　exhibit　significantly　high　flexibility.　The　earthquake-induced　pounding　and　its　influence　on　the　seismic　performances　of　CSHP-B　and　PSHP-B　remain　unclear.　In　this　study,　1/20-scaled　models　of　a　CSHP-B　and　PSHP-B　and　relevant　adjacent　approach　model　bridges　were　designed　and　manufactured.　Subsequently,　shaking　table　tests　were　conducted　regarding　the　pounding　response　and　its　relevant　influence　on　the　seismic　performances　of　the　CSHP-B　and　PSHP-B　under　excitations　of　non-long-period　ground　motions,　non-pulse-like　long-period　ground　motions,　and　near-fault　pulse-type　(NFPT)　ground　motions.　The　experimental　results　show　that　when　considering　pounding,　the　peak　displacements　of　the　main　beams　(pier　top)　of　the　CSHP-B　and　PSHP-B　decreased,　while　the　relevant　peak　displacements　of　the　adjacent　bridge　model　increased.　Moreover,　considering　pounding,　the　peak　displacements　of　the　main　beams　(pier　top)　of　the　PSHP-B　are　larger　than　those　of　the　CSHP-B;　the　decreasing　and　increasing　ratios　of　the　peak　displacements　of　the　PSHP-B　(-　8.6%-19.8%)　and　adjacent　model　bridge　(+6.9%-+17.5%)　are　both　higher.　The　peak　pounding　force　and　pounding　number　between　the　PSHP-B　or　CSHP-B　and　the　adjacent　model　bridge　both　increase　with　increasing　excitation　intensity.　However,　the　pounding　number　between　the　main　bridge　and　the　adjacent　model　bridge　decreased　under　the　excitations　of　the　NFPT　ground　motions.　In　addition,　compared　with　the　CSHP-B,　the　peak　pounding　force　and　pounding　number　between　the　PSHP-B　and　the　adjacent　model　bridge　are　relatively　larger　and　smaller,　respectively.　Furthermore,　when　considering　pounding,　the　influence　of　the　high-order　modes　on　the　displacement　response　of　the　main　beams　increases,　while　the　strain　and　moment　responses　of　the　pier　bottoms　decrease,　and　the　development　of　the　damage　mode　of　PSHP-B　changes　more　significantly.　©　2024　Chang＇an　University.　All　rights　reserved.