A　type　of　hybrid　passive　control　system　with　energy　dissipation　between　isolated　structures　and　adjacent　structures　is　proposed.　Compared　with　a　single　seismic　isolation　system,　the　proposed　system　has　much　stronger　robustness　to　different　frequency　domain　ground　motions　via　combining　isolation　and　damper　energy　consumption　together.　The　influence　of　the　location　of　the　middle　isolation　layer　on　the　isolation　effect　of　the　segmented　isolated　structure　is　studied　by　inputting　different　frequency　domain　ground　motions　through　shaking　table　test.　The　finite　element　numerical　simulation　is　compared　with　the　experimental　results.　The　results　show　that　compared　with　other　frequency-domain　ground　motions,　the　influence　of　long-period　seismic　wave　on　the　response　of　the　displacement　and　acceleration　of　isolated　structure　is　more　significant,　which　will　increase　the　possibility　of　bearing　overrun　The　overall　dynamic　response　of　the　structure　is　the　minimum　when　the　middle　isolation　layer　is　located　in　the　vertical　middle　position　of　the　structure.　The　hybrid　passive　control　system　can　effectively　solve　the　problems　of　displacement　overrun　and　overall　overturning　of　high-rise　seismic　isolation　structures,　and　has　better　control　effect　on　the　structural　response　under　different　frequency-domain　seismic　excitations.　©　2022,　Editorial　Board　of　Journal　of　Vibration　Engineering.　All　right　reserved.