In　order　to　improve　the　seismic　performance　of　bridges,　the　design　of　high-performance　isolation　bearings　can　effectively　reduce　the　displacement　response　caused　by　earthquakes.　This　paper　proposes　a　novel　seismic　isolation　bearing　(EB-SRRs)　to　prevent　the　unseating　of　bridges.　Based　on　the　finite　element　(FE)　analysis　method,　the　mechanical　properties　of　EBSRR　are　simulated　and　analyzed,　and　the　performance　of　EB　is　compared　experimentally.　The　experimental　results　show:(1)　When　the　shear　strain　reaches　93%,　the　reaction　force　provided　by　EB　SRRs　model　is　gradually　higher　than　that　of　EB　model　due　to　the　activation　of　SRRs;　(2)With　the　continuous　increase　of　horizontal　displacement,　the　reaction　force　of　EBSRR　model　increases　significantly;　(3)SRR　increases　the　area　of　hysteresis　loop,　and　the　increased　area　in　each　loop　increases　with　the　increase　of　load　displacement