Based　on　the　test　data　of　shaking　table　tests　of　subway　station　structure　in　soft　ground　under　both　near-field　and　far-field　earthquakes,　the　spatial　effects　of　peak　ground　acceleration　(PGA)　of　soft　ground　as　well　as　peak　strain　response　of　the　subway　station　structure　are　analyzed.　The　results　show　that　the　peak　acceleration　of　measuring　points　on　both　major　and　minor　planes　increases　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　presents　remarkable　spatial　effect.　The　peak　strain　of　central　cylinders　on　the　major　plane　appears　larger　than　that　on　the　minor　planes.　There　are　sharp　contrasts　among　the　peak　strain　responses　in　different　spatial　positions　of　the　station　structure.