Considering　both　the　near-fault　and　far-field　seismic　motions　and　based　on　a　subway　station　structure　of　three　stories　and　three　spans　at　liquefiable　ground,　a　series　of　shaking　table　experiments　on　the　dynamic　interaction　between　soil　and　underground　structures　is　conducted.　This　paper　mainly　analyzes　the　dynamic　damage　behavior　for　subway　station　structure　under　near-fault　and　far-field　motions　on　liquefiable　foundation.　It　is　found　that　the　seismic　dynamic　characteristics　have　great　influence　on　the　acceleration　response　and　there　are　various　values　of　acceleration　at　different　heights　of　side　walls.　On　the　other　hand,　the　strain　response　of　the　interior　column　is　the　most　remarkable.　Moreover,　the　interior　column　in　the　bottom　story　exhibits　a　larger　strain　response　than　the　top　story　and　other　intermediate　ones.