The　relevant　research　progress　of　seismic　resilient　girder　bridges　presented　on　the　16th　and　17th　World　Conference　on　Earthquake　Engineering　(WCEE)　was　sorted　and　summarized.　Specifically,　the　latest　research　progress　of　post-tensioned　prestressed　rocking　self-centering　girder　bridges　and　other　novel　seismic　resilient　girder　bridge　systems　was　analyzed.　The　research　on　the　application　of　high-performance　materials　in　resilient　girder　bridges　was　summarized,　and　the　engineering　application　of　self-centering　girder　bridges　at　home　and　abroad　was　outlined.　The　research　on　the　replaceable　devices,　such　as　self-centering　energy　dissipation　devices　and　displacement-limiting　devices,　in　seismic　resilient　girder　bridge　structures　was　presented.　The　seismic　performance　of　girder　bridge　structures　with　additional　replaceable　devices　was　discussed.　The　evaluation　methods　for　the　seismic　resilience　of　a　single　girder　bridge　and　that　of　a　bridge　network　were　reviewed.　The　research　orientation　and　development　trend　of　seismic　resilient　girder　bridge　structures　were　explored.　Research　results　show　that,　the　post-tensioned　prestressed　self-centering　girder　bridges　with　additional　replaceable　energy　dissipation　devices　are　the　most　widely　studied　seismic　resilient　girder　bridge　structures,　and　a　number　of　demonstration　projects　have　been　completed.　The　performance　of　this　type　of　structure　in　strong　earthquakes　remains　to　be　verified　by　actual　earthquakes.　In　terms　of　replaceable　devices,　new　structures　and　new　configurations　of　replaceable　devices　should　be　developed　by　availing　high-performance　materials.　On　this　basis,　reasonable　technologies　for　connecting　such　devices　with　bridges　and　seismic　design　methods　can　be　investigated.　In　addition,　the　completed　girder　bridges　in　China　are　faced　with　outstanding　issues　in　developing　seismic　resilience　evaluation　methods,　capacity　enhancement　technologies,　and　design　theories　for　existing　girder　bridge　structures　under　consideration　of　the　influences　of　multiple　factors,　such　as　performance　degradation　and　demand　increase.　©　2022　Chang＇an　University.　All　rights　reserved.