Based　on　the　test　data　of　shaking　table　tests　of　subway　station　structure　in　liquefiable　ground　under　both　near-field　and　far-field　earthquakes,　the　spatial　effects　of　dynamic　pore　water　pressure　(PWP)and　peak　ground　acceleration　(PGA)of　liquefiable　ground　as　well　as　peak　strain　response　of　the　subway　station　structure　are　analyzed.　The　results　show　that　there　exists　time-lag　phenomenon　of　dynamic　PWP　ratio　of　each　measuring　point　on　different　observation　planes.　The　characteristic　of　input　ground　motion　has　a　noticeable　influence　on　the　spatial　effect　of　dynamic　PWP　ratio.　The　PWP　ratio　obtained　on　the　major　observation　plane　presents　to　be　larger　than　that　on　the　minor　one　when　under　far-field　Songpan　wave.　Meanwhile,　the　peak　acceleration　of　measuring　points　on　both　major　and　minor　planes　increase　with　the　growing　peak　acceleration　of　earthquake.　The　law　of　PGA　and　frequency　spectral　character　of　measuring　points　on　different　observation　planes　or　at　different　depth　varies　with　each　other,　and　there　present　remarkable　spatial　effect.　The　peak　strain　of　central　cylinders　at　the　top　and　middle　floors　on　the　major　plane　appear　larger　than　that　on　the　minor　planes.　However,　the　peak　strain　of　central　cylinders　at　the　bottom　floor　are　more　remarkable　than　that　of　the　top　and　middle　floors,　There　are　sharp　contrasts　among　the　peak　strain　responses　in　different　spatial　positions　of　the　station　structure.