In　order　to　investigate　the　effect　of　the　FPS　bearing　in　large-span　latticed　shell　and　the　influences　of　spatial　variation　of　ground　motions　on　the　isolated　structure,　the　shaking　table　test　of　a　single-layer　cylindrical　latticed　shell　shrunk　model　with　FPS　base　isolation　under　multi-support　excitations　was　designed　and　conducted.　Small　amplitude　sinusoidal　waves　and　3　natural　earthquake　records　with　different　frequency　spectrum　were　chose,　of　various　intensities,　dimensions　and　visual　wave　velocities,　to　input　into　the　model.　The　dynamic　characteristic　with/without　FRS　bearing,　and　the　dynamic　responses　such　as　displacement,　acceleration　and　strain　were　examined.　Mechanical　characteristics　of　the　FPS　bearing　were　derived　by　quasi-static　test.　The　results　show　that　FPS　could　prolong　the　natural　vibration　period　of　isolated　latticed　shell　efficiently.　The　latticed　shell　roof　tends　to　rigid-body　motion　and　the　horizontal　earthquake　actions　of　the　upper　structure　reduce　1　to　2　degrees　due　to　the　installation　of　the　FPS　bearings.　The　effect　of　FPS　base　isolation　is　obvious.　Under　wave-passage　excitation,　the　structural　responses　tend　to　be　enlarged　along　the　wave　propagative　direction　and　the　roof　rotates　horizontal　slightly.　©　2018,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.