The　spatially　non-uniform　ground　motion　has　a　larger　influence　on　an　underground　structure　with　its　length　of　more　than　100　meters.　The　shaking　table　test　scheme　was　designed,　a　scaled　subway　station　model　with　a　silty　clay　foundation　under　a　non-uniform　input　earthquake　wave　excitation　was　chosen.　Rigid　soil　boxes　were　made　to　imitate　the　silty　clay　foundation,　the　test　model＇s　material　mix　proportion　and　the　design　of　concrete　iron　reinforcement　was　analysed.　Numerical　simulation　was　conducted　to　verify　the　scheme＇s　correctness.　According　the　dynamic　similarity　theory,　the　shaking　table　tests　were　conducted　on　the　subway　station　model　under　a　non-uniform　seismic　input.　Through　analyzing　test　data,　such　as,　measured　accelerations,　soil　pressure　and　components＇　stress,　etc.,　it　was　shown　that　there　are　differences　among　dynamic　responses　of　the　station　model＇s　different　cross　sections　due　to　seismic　wave　successively　arriving;　there　are　differences　among　dynamic　responses　of　different　components　in　the　same　cross　section　plane;　there　are　differences　between　the　station　and　soil＇s　dynamic　responses;　so,　the　dynamic　response　laws　of　the　station　under　non-uniform　seismic　excitation　are　obtained.　©　2017,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.