Considering　both　the　near-fault　and　far-field　seismic　motions　for　a　subway　station　structure　of　three　stories　and　three　spans　in　liquefiable　ground,　a　series　of　shaking　table　experiments　on　the　dynamic　interaction　between　soil　and　underground　structure　is　conducted.　The　dynamic　damage　behavior　of　subway　station　structures　in　liquefiable　foundation　under　near-fault　and　far-field　motions　are　analyzed,　with　analyses　of　the　acceleration,　lateral　displacement　and　dynamic　strain　responses　of　the　structure.　It　is　found　that　the　ground　motion　characteristics　have　great　influence　on　the　acceleration　response　and　the　values　of　acceleration　are　different　at　different　heights　of　the　side　walls.　In　addition,　the　acceleration　responses　of　the　middle　and　lower　part　of　the　side　wall　are　more　intense　than　other　locations.　The　peak　acceleration　responses　of　certain　parts　of　the　structure　are　more　significant　than　the　peak　acceleration　response　of　the　soils.　The　strain　response　of　the　interior　column　is　the　most　remarkable,　while　the　side　walls　are　second,　and　the　slab　response　is　the　weakest.　The　interior　column　in　the　bottom　story　exhibits　a　larger　strain　response　than　the　top　story　and　other　intermediate　stories.　The　concept　of　the　damage　level　is　introduced　to　measure　the　degree　of　the　destruction　under　seismic　motions.　The　level　of　damage　of　the　bottom　of　columns　of　the　bottom　part　of　the　station　structure　is　most　serious　under　ground　motions.