To　investigate　dynamic　responses　of　the　continuous　girder　bridge　under　strong　seism,　a　1:3　two　span　reduced-scale　model　of　continuous　girder　bridge　with　different　bearing　types　was　designed　and　tested.　The　earthquake　shaking　table　array　tests　were　taken　on　the　model　bridge　under　different　inputs　of　ground　motions　from　Landers,　Cerro　Prieto,　El　Centro　and　Chi-Chi　earthquake　waves　which　represented　four　different　sites.　The　results　show　that　acceleration　response　of　side　pier　is　larger　than　that　of　middle　pier　under　short　period　earthquake　wave,　and　acceleration　response　of　middle　pier　is　larger　than　that　of　side　pier　under　large　period　earthquake　wave.　Seismic　responses　under　bi-direction　excitations　of　the　model　are　larger　than　those　under　single-direction　excitations.　Transverse　seismic　response　of　continuous　girder　bridge　under　multi-direction　excitation　should　be　paid　more　attentions.　Bent　seismic　response　raises　noticeably　as　the　intensity　of　the　input　wave　raises.　The　relative　displacement　peak　value　between　the　main　girder　and　bent　is　larger　than　their　absolute　displacement　peak　difference.　High　damping　rubber　bearings　(HRB)　have　relatively　significant　damping　effect　on　side　piers　after　seismic　isolation　and　reduce　the　risk　of　falling-off　of　the　girder.　The　study　could　be　served　as　the　basis　of　dynamic　response　analysis　of　continuous　bridges　under　strong　earthquake,　and　also　as　a　reference　of　the　seismic　design　and　collapse　control　design　of　the　same　type　of　reinforced　concrete　continuous　bridges.　©　2016,　Editorial　Department　of　China　Journal　of　Highway　and　Transport.　All　right　reserved.