To　study　the　adaptability　of　particle　damping　technology　in　seismic　control　of　bridges,　a　preliminary　design　principle　of　a　tuned　particle　damper　for　continuous　viaducts　was　presented.　A　1/10-scale　model　bridge　based　on　a　continuous　viaduct　was　designed.　The　shaking　table　tests　of　the　model　bridge　with　and　without　dampers　were　conducted　using　a　shaking　table　array　system.　The　results　showed　that　the　preliminary　design　method　of　the　tuned　particle　damper　can　provide　a　valuable　reference　for　application　of　particle　damping　in　bridges＇　seismic　control;　good　prospect　for　the　application　of　tuned　particle　damper　in　seismic　control　of　bridges　can　be　expected;　the　tuned　particle　damper　can　effectively　reduce　the　seismic　response　of　continuous　viaducts　while　the　excitation　intensity　is　one　of　the　keys　to　the　performance　of　the　damper;　compared　with　tuned　mass　damper　and　tuned　liquid　damper,　the　tuned　particle　damper　has　a　wider　control　frequency　band.