Shaking　table　tests　of　a　high-rise　frame　structure　model　under　three　dimensional　ground　motion　excitations　were　carried　out.　There　were　passive　control　devices　of　independent　intellectual　property　rights　under　the　base　of　the　model　and　the　devices　were　named　three-dimensional　base　isolation　and　an　overturn　resistance　device　with　a　disk　spring　(3D-BIORD-DS).　The　design　principles　and　mechanical　property　tests　of　the　devices　were　introduced.　The　tests　results　show　that　whether　the　inner　wire　rope　stagger　has　influence　on　the　horizontal　properties　of　the　device,　the　device　has　enough　vertical　bearing　capacity.　Then,　shaking　table　tests　of　the　model　were　performed　for　the　study　of　structural　responses　under　four　different　ground　motions.　The　analyses　for　the　test　results　indicate　that　the　devices　can　reduce　the　three　dimensional　seismic　responses　well,　whether　for　the　short-period　ground　motions　or　the　long-period　ground　motions.　But　the　tilt　angle　reactions　of　the　structure　are　relatively　large,　which　show　that　the　vertical　stiffness　of　the　device　should　be　designed　more　reasonably　for　the　workability　requirement.