The　deformation　of　isolation　layer　in　base-isolated　building　can　exceed　original　design　during　strong　earthquake　excitations,　which　will　cause　poundings　between　structure　and　surrounding　retaining　wall.　Spring　limiter　installed　in　base-isolated　building　can　protect　the　structure.　Shaking　table　test　of　base-isolated　model　pounding　with　spring　limiters　were　performed.　The　study　find　the　deformation　of　isolation　layer　can　be　effectively　reduced　by　spring　limiters,　and　the　deformation　of　the　superstructure　will　increase　slightly.　Pounding　between　structure　and　spring　limiters　can　arouse　high　frequency　acceleration　of　building,　but　had　little　effect　on　velocity.　Increasing　the　spring　limiters　will　not　change　seismic　total　energy　input　on　the　structure,　and　most　of　the　energy　dissipate　by　the　damping.　Impact　energy　dissipation　increases　with　reducing　in　the　gap　between　structure　and　spring　limiters.