Combined　disk　spring　bearing　(DSB)　for　vertical　isolated　building　is　introduced　in　this　paper.　Vertical　stiffness　and　damping　performance　of　the　DSB　is　studied　through　testing　under　static　and　dynamic　loading.　The　experimental　results　show　that　DSB　had　good　property　of　less　vertical　stiffness　and　the　vertical　damping　ratio　was　about　20%.　Shaking　table　tests　of　the　1/2　scale　fixed-base　model　and　the　DSB　vertical　isolated　model　were　compared　to　confirm　the　effect　of　the　vertical　isolation　device.　Results　show　that　the　DSB　can　isolate　vertical　earthquake　energy　remarkably.　With　the　acceleration　amplitude　increased,　the　vertical　displacement　of　the　DSB　model　occurred　on　the　vertical　isolation　layer,　and　the　inter-story　deformation　of　the　superstructure　changed　slightly.　The　acceleration　responses　of　DSB　model　decreased　more　than　50%　and　the　displacement　responses　decreased　more　than　40%　under　seldom　earthquake　input,　which　confirmed　that　DSB　could　decrease　the　seismic　responses　obviously.　Finally,　the　numerical　analysis　of　earthquake　response　to　the　model　structure　is　also　performed　by　finite　element　analysis　method.