In　order　to　investigate　isolator　properties,　vibration　properties　and　isolated　effect　of　continuous　girder　isolated　bridges　with　lead　rubber　bearings　(LRB)　under　multi-directional　excitation,　the　simulated　earthquake　tests　of　a　seismically　isolated　bridge　model　consisting　of　multi-span　continuous　deck　are　carried　out　on　a　shaking　table　under　multi-directional　earthquake　input.　The　acceleration　and　displacement　response　trend　of　the　deck　and　the　pier-cap　of　the　isolated　bridge,　and　vertical　force　and　horizontal　force-deformation　restoring　force　relationship　of　LRB　are　studied　under　unidirectional,　bi-directional,　and　multi-directional　earthquake　input.　Some　reasonable　and　valuable　conclusions　are　obtained　for　design　of　continuous　girder　isolated　bridges.