A　1/10　scale　test　model　of　a　typical　curved　girder　bridge　is　designed　and　manufactured　in　order　to　introduce　particle　damper　into　the　vibration　control　of　the　curved　girder　bridge.　A　series　of　shaking　table　tests　are　carried　out　based　on　the　model　bridge　with　and　without　the　curved-capsule　particle　damper　(CPD)　respectively.　The　results　show　that　CPD　has　the　advantages　of　simple　structure,　convenient　installation　applied　to　the　curved　girder　bridge;　CPD　can　play　control　effect　along　the　longitudinal　and　transverse　direction　under　traditional　and　near-fault　seismic　waves　excitation,　and　CPD　has　good　directional　adaptability;　the　variability　of　CPD　control　effect　is　greater　under　the　near-fault　seismic　waves　excitation　because　of　the　large　pulses,　when　there　is　a　large　velocity　pulse　near　the　natural　frequency　of　the　structure,　better　control　effect　of　CPD　can　be　received.　©　2019,　Editorial　Department　of　JVMD.　All　right　reserved.