In　order　to　advance　the　post-earthquake　rehabilitation　for　girder　bridges　with　tall　double-column　bents,　a　critical　infrastructure　component　in　mountainous　and　canyon　regions,　the　present　study,　motivated　by　the　promising　rocking　self-centering　(RSC)　technology,　proposes　an　innovative　configuration　employing　an　alternating　uplift-rocking　system　to　facilitate　the　implementation　of　the　RSC　technology　in　conventional　tall　bents.　The　proposed　uplift-rocking　tall　double-column　bent　(UR-TDCB)　integrates　an　extended　foundation　and　external　triangular　steel　plate　dampers　at　the　bottom　of　the　tall　bent　to　ensure　adequate　self-centering　and　energy-dissipative　(ED)　capacity,　even　in　the　absence　of　post-tensioned　(PT)　tendons.　A　displacement-constraint　(DC)　device　ensures　sufficient　stability　for　the　tall　bent,　such　that　the　limited　state　of　materials,　rather　than　stability　issues,　is　the　predominant　issue　during　infrequent　earthquake　events.　Additionally,　an　analytical　model　considering　the　continuous　variation　in　neutral　axis　depth　was　presented　to　characterize　the　hysteretic　behavior　of　UR-TDCB,　following　validation　by　an　optimized　finite　element　(FE)　model.　This　FE　model　significantly　enhances　the　modeling　efficiency　and　computational　accuracy　while　also　accounting　for　the　influence　of　size　effect　on　the　rocking　interface.　Based　on　the　design　procedure　and　FE　model,　a　case　study　of　a　double-span　continuous　girder　bridge　in　the　high-seismicity　region,　including　nonlinear　analysis　under　cyclic　static　loading　and　earthquake　excitations,　was　conducted　to　comprehensively　assess　the　seismic　resilience　of　the　UR-TDCB.　Results　confirm　the　superior　performance　of　UR-TDCB　in　limiting　both　damage　progression　and　residual　deformation.　Meanwhile,　similar　lateral　stiffness,　strength,　and　boundaries＇　behaviors　compared　to　the　conventional　tall　bents　underscore　the　potential　for　integrating　this　system　in　engineering　applications.