Aiming　at　the　problem　that　the　strong　structure-soil　interaction　of　rigid　abutment　integral　bridge　and　semi-flexible　abutment　integral　bridge,　a　new　integral　abutment　bridge　with　rigid-flexible　abutment　was　proposed,　and　the　shaking　table　model　test　was　carried　out　to　study　its　seismic　performance.　The　test　result　shows　that　at　the　seismic　fortification　intensity　6,　the　specimen　are　relatively　intact,　and　no　crack　was　generated,　which　shown　the　integral　abutment　bridge　with　rigid-flexible　combined　abutment　has　good　seismic　performance.　The　first-order　and　second-order　frequency　of　integral　abutment　bridge　with　rigid-flexible　combined　abutment　are　about　5.0　Hz　and　10　Hz,　respectively.　The　damping　ratio　coefficient　of　rigid-flexible　combined　abutment-pile-soil　system　is　about　0.18∼0.25.　The　soil-rigid-flexible　combined　abutment-pile　interaction　amplified　from　10.71　times　the　pile　diameter　above　the　bottom　of　the　pile　foundation.　The　maximum　dynamic　amplification　factor　of　specimen　and　soil　are　located　at　the　abutment　bottom　and　the　soil　surface,　respectively.　©　Published　under　licence　by　IOP　Publishing　Ltd.