Rocking　columns　offer　several　advantages　for　bridges　constructed　in　seismic-prone　areas,　such　as　reducing　the　overall　seismic　damage,　minimizing　the　repair　cost　and　time,　and　enhancing　the　seismic　resilience　after　strong　earthquakes.　In　this　paper,　a　1/10　scaled　four-span　continuous　girder　bridge　was　tested　on　a　shaking　table　array　system　to　investigate　the　seismic　responses　of　the　continuous　girder　bridge　with　rocking　columns.　Considering　the　flexibility　of　the　cross-section　and　the　boundary　conditions　of　the　continuous　girder　bridge,　an　improved　analytical　model　is　proposed　to　predict　the　rocking　behavior　of　the　bridge　system.　Experimental　results　illustrate　that　the　rocking　columns　in　the　continuous　girder　bridge　could　move　synchronously　and　remain　stable　under　earthquake　excitations.　Seismic　damage　of　the　rocking　columns　was　negligible　and　no　noticeable　residual　displacement　was　observed　after　the　shaking　table　test,　which　indicates　the　excellent　post-earthquake　resilience　of　the　bridge　system.　In　addition,　the　seismic　responses　of　the　continuous　girder　bridge　with　rocking　columns　in　the　test　can　be　well　captured　by　the　proposed　analytical　model.