Shaking　table　test　is　an　important　means　for　the　seismic　research　of　structures,　and　many　scholars　have　conducted　shaking　table　tests　on　bridge　structures.　However,　relatively　few　studies　have　focused　on　a　curved　bridge　with　a　longitudinal　slope.　In　this　research,　a　1/10-scale　test　model　of　a　curved　bridge　with　the　different　pier　hights　was　designed　by　the　principle　of　structural　test　similarity.　The　seismic　records　in　the　hanging-wall　(HW),　footwall　(FW),　and　neutral　zones　were　selected　to　conducted　shaking　table　tests.　Results　showed　that　the　seismic　spectrum　and　peak　value　are　remarkably　affected　by　HW　ground　motions　and　have　strong　destructive　power.　The　dynamic　response　of　the　curved　bridge　is　remarkable　under　HW　seismic　records.　The　motion　form　of　main　girder　is　spatial　and　produces　obvious　rotation　under　HW　seismic　records.　The　displacement　response　of　the　curved　bridge　is　closely　related　to　the　height　of　piers　and　the　angle　between　pier　displacement　and　seismic　input　directions.　The　displacement　responses　at　the　beam　end　and　the　bearing　displacement　are　related　to　the　motion　state　of　the　main　girder.