This　paper　investigates　the　seismic　response　of　a　typical　non-navigable　continuous　girder　bridge　isolated　with　friction　sliding　bearings　of　the　Hong　Kong-Zhuhai-Macao　link　projects　in　China.　The　effectiveness　of　the　friction　pendulum　system　(FPS)　and　accuracy　of　the　numerical　model　were　evaluated　by　a　1/20　scaled　bridge　model　using　shaking　table　tests.　Based　on　the　hysteretic　properties　of　friction　pendulum　system　(FPS),　double　concave　friction　pendulum　(DCFP),　and　triple　friction　pendulum　system　(TFPS),　seismic　response　analyses　of　isolated　bridges　with　the　three　sliding-type　bearings　are　systematically　carried　out　considering　soil-pile　interaction　under　offshore　soft　clay　conditions.　The　fast　nonlinear　analysis　(FNA)　method　and　response　spectrum　are　employed　to　investigate　the　seismic　response　of　isolated　offshore　bridge　structures.　The　numerical　results　show　that　the　implementation　of　the　three　sliding-type　bearings　effectively　reduce　the　base　shear　and　bending　moment　of　the　reinforced　concrete　pier,　at　the　cost　of　increasing　the　absolute　displacement　of　the　bridge　superstructure.　Furthermore,　the　TFPS　and　DCFP　bearings　show　better　isolation　effect　than　FPS　bearing　for　the　example　continuous　girder　bridge.