Real-time　dynamic　hybrid　testing　(RTDHT)　is　a　state-of-the-art　experimental　technique　for　evaluating　the　performance　of　a　structural　system　subjected　to　time-varying　loads.　Because　of　the　superiority　of　shaking　table　for　testing　rate-dependent　and　inertial　effect　existing　in　structural　system,　shaking　table-based　RTDHT　is　an　important　branch　in　RTDHT　family,　in　which　shaking　table　is　used　to　impose　inertial　forces　on　physical　substructure.　Owing　to　the　mass　of　the　seismic　platform,　shaking　table　has　a　relatively　narrow　testing　bandwidth　akin　to　a　stand-alone　actuator　RTDHT　system.　Furthermore,　structure-table　interaction　confines　the　physical　substructure　to　a　very　small　mass　and　linear　stage,　such　that　shaking　table-based　RTDHT　is　unable　to　test　the　structural　performance　with　consideration　of　high　frequency　input　or　non-linearity　using　large-scale　physical　substructure.　Actually,　this　is　why　we　develop　RTDHT.　In　this　work,　a　control　strategy　namedfull　state　control　via　simulation(FSCS)　was　proposed　to　extend　the　testing　capacity　of　shaking　table-based　RTDHT.　The　efficiency　of　FSCS-controlled　RTDHT　for　testing　high　frequency　and　non-linear　structural　performance　was　verified　by　a　small-　and　large-scale　shaking　table-based　RTDHT,　respectively.