This　paper　implemented　a　shaking　table　test　on　a　1/10　scale　model　of　core-wall　suspension　structure　with　three-term　control　device　proposed　by　the　author.　The　dynamic　characters　and　seismic　response　of　the　structure　under　three　kinds　of　earthquake　waves　were　analyzed,　and　the　linear　and　nonlinear　time-history　analyses　by　using　software　SAP2000　were　carried　out.　The　simulation　results　of　computer　fit　well　with　experimental　data,　showing　that　the　structure　is　of　good　earthquake　resistant　performance.