To　investigate　the　response　of　the　bridge　pounding,　shaking　table　test　was　performed　using　1/10　scaled　reinforced　concrete　rigid　frame　bridge　specimen.　The　influence　of　traveling　effect　on　pounding　and　the　anti-impact　capability　using　dampers　were　discussed.　The　experimental　results　demonstrate　that　the　acceleration　responses　of　the　girder　and　bridge　piers,　the　frequency　and　the　impact　force　are　increased　when　the　traveling　wave　excitation　is　considered.　Moreover,　relatively　displacement　of　the　adjacent　bridge　frames　increased　magnitudely.　Dynamic　responses,　the　frequency　and　the　impact　force　are　decrease　when　the　dampers　are　installed.Therefore,　installation　of　the　dampers　is　a　sustainable　and　effective　way　to　improve　the　anti-impact　capability.