The　thesis　mainly　talks　about　a　single-layer　latticed　cylindrical　shell　with　1.8　m　in　length　and　1.8　m　in　span,　and　a　shaking　table　test　of　soil-independent　foundation-latticed　cylindrical　shell　was　realized　based　on　a　model　box　with　7.7　m　in　length,　3.2　m　in　width　and　1.2　m　in　depth.　Then,　the　seismic　responses　of　soil-independent　foundation-latticed　cylindrical　shell　subjected　to　different　earthquake　waves　were　studied.　At　the　same　time,　a　finite　element　model　of　shaking　table　test　was　established,　and　the　numerical　simulation　results　were　compared　with　the　test　results.　The　results　show　that　the　test　results　and　numerical　results　are　in　good　agreement,　and　the　peak　acceleration　of　foundation　increase　compared　to　the　peak　acceleration　of　free　field.　The　sliding　and　separation　phenomenon　between　soil　and　foundation　is　a　principal　factor　to　affect　the　error　between　test　results　and　numerical　results.　The　nonlinear　relationship　between　soil　and　foundation　become　more　apparent　along　with　the　increase　in　vibration　frequency.　The　spectrum　characteristic　of　different　earthquake　waves　is　also　an　important　factor　to　affect　the　seismic　response　of　soil-independent　foundation-latticed　cylindrical　shell.　The　resonance　phenomenon　should　be　paid　more　attention　to　between　structure　system　and　dominant　frequency　of　earthquake　wave　to　avoid　the　distortion　of　test　results　when　a　shaking　table　test　is　designed.　©　2017,　Central　South　University　Press.　All　right　reserved.