To　study　the　influence　of　near-fault　and　far-field　(FF)　ground　motions　on　a　curved　girder　bridge,　a　1:10　scale　curved　bridge　shaking　table　test　model　was　constructed.　Three　types　of　ground　motions,　namely,　near-fault　pulse　(NP),　near-fault　non-pulse　(NN),　and　FF　ground　motions,　were　selected　and　employed　in　the　test　model.　The　test　results　indicated　that　the　seismic　response　of　the　curved　bridge　in　the　excitation　of　NP　ground　motion　is　significantly　higher　than　that　in　the　excitation　of　NN　and　FF　ground　motions,　and　is　destructive　to　the　curved　bridge.　The　displacement　of　the　curved　bridge　has　spatial　characteristics　in　the　excitation　of　NP　ground　motions.　The　rotation　generated　by　the　curved　bridge　is　easy　to　cause　bearing　shedding　or　girder　falling　at　the　low　pier.　The　amplification　of　pier　height　increases　the　displacement　response　at　the　high　pier.