A　shaking　table　test　of　a　1/60　scale　cross-fault　bridge　model　considering　the　effects　of　soil-bridge　interactions　was　designed　and　implemented,　in　which　the　bridge　model　was　placed　in　two　individual　soil　boxes　to　simulate　the　bridge　across　a　strike-slip　fault.　Three　seismic　ground　motion　time-histories　with　permanent　displacements　were　selected　as　input　excitations　to　investigate　the　influence　of　seismic　ground　motions　with　different　frequency　characteristics　on　the　seismic　response　of　the　testing　soil-bridge　model.　The　one-side　input　method　was　used　to　simulate　the　seismic　response　of　bridges　across　faults.　The　seismic　responses　of　the　soil　and　bridge　in　terms　of　acceleration,　strain,　and　displacement　were　analyzed.　The　test　results　show　that　the　one-side　input　method　can　simulate　the　seismic　response　of　the　main　girder　displacements　well　and　the　displacements　and　strains　of　piers　and　piles　of　the　bridge　structure　spanning　a　fault.　The　strain　responses　at　near-fault　pile　foundations　are　much　larger　than　those　farther　away　from　the　fault.　Compared　with　other　bridges,　the　cross-fault　bridge　is　more　prone　to　torsional　and　displacement　responses　during　earthquakes.　Surface　fault　rupture　can　lead　to　permanent　inclination　of　the　bridge　piers,　which　should　be　paid　more　attention　to　in　the　practical　engineering　design　of　the　bridges.　Soil-bridge　interactions　can　suppress　the　amplification　effect　of　soil　on　ground　motions.　The　test　results　can　provide　a　reference　for　future　research　and　the　design　of　cross-fault　bridges.