A　type　of　core-tube　partial　suspension　structure　is　proposed.　It　take　advantage　of　both　the　core-tube　suspension　structure　that　is　good　in　earthquake　resistant　performance　and　the　frame　core-tube　structure　that　has　more　lines　of　seismic　resistance,　consisting　of　core-tube　suspension　with　dampers　and　pure　concrete　blocks　between　core　tube　and　suspension　floors　in　the　upper　four-storey　for　strong　seismic　responses　and　frame　core-tube　in　the　bottom　four-storey　for　weak　seismic　responses　.　The　system　can　achieve　effective　control　over　earthquake　responses.　A　shaking　table　test　of　a　1/10　scale　model　of　this　type　of　structure,　involving　elastic　and　elasto-plastic　stages,　is　described.　A　dynamical　model　is　formulated　and　the　dynamic　characteristics　and　earthquake　responses　of　the　structure　under　the　El　Centro　wave　are　analyzed.　The　experimental　results　indicate　that　the　structure　performs　well　under　seismic　conditions.　The　elastic　and　elasto-plastic　time-history　analyses　of　the　structure　are　conducted　by　using　SAP2000,　and　the　simulation　results　agree　well　with　those　of　the　experiment.