Under　seismic　action,　pounding　can　significantly　affect　seismic　responses　of　bridges.　At　present,　influence　laws　of　pounding　effect　on　bridges＇　seismic　responses　are　not　clear,　especially,　the　effect　of　longitudinal　slope　is　not　considered.　Here,　a　1/10　scale　curved　bridge　model　with　longitudinal　slope　was　designed　and　made,　and　an　adjustable　pounding　test　device　was　designed.　Through　adjusting　pounding　clearance,　shaking　table　tests　were　conducted　for　the　bridge　model　before　and　after　pounding　to　study　effects　of　pounding　on　seismic　responses　of　the　model＇s　girder　and　pier.　The　results　showed　that　pounding　causes　the　bridge　girder＇s　rotary　effect　to　increase　and　a　larger　horizontal　acceleration　response　pulse　at　the　girder　end;　longitudinal　slope　causes　pounding　force　at　lower　pier　to　be　larger　than　that　at　higher　pier　and　the　girder＇s　significant　vertical　dynamic　response;　pounding　amplifies　displacement　response　at　pier＇s　top　and　increases　failure　risk　of　pier　under　seismic　action.　©　2019,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.