A　continuous　beam　bridge　is　the　main　type　of　urban　viaduct.　Dimensional　and　multi　ground　motion　need　to　be　considered　in　the　study　of　multi-span　continuous　bridge　because　of　the　longer　span　and　the　more　cross.　It　is　more　effective　to　perform　shaking　table　tests　incorporated　with　numerical　simulation　to　ensure　the　reality　of　the　learning.　However,　these　tests　are　difficult　to　conduct　due　to　the　scale　and　number　of　traditional　shaking　tables.　As　a　result,　a　1:10　scaled　model　of　a　viaduct　is　designed　and　manufactured　to　conduct　the　shaking　table　test　on　the　multi-shaking　table　array　system　under　longitudinal　and　transverse　ground　motion　excitations.　Dynamic　characteristic　parameters　are　identified,　and　the　dynamic　response　is　measured.　A　comparison　between　the　FE　simulation　and　the　test　values　is　conducted,　which　shows　that　in　general,　both　of　them　are　in　coincidence　with　each　other.