The　method　of　collaborative　work　between　steel　plate　anti-wind　bearing　(AWB)　and　rubber　isolation　bearing　is　proposed　to　study　the　vibration　reduction　effect　of　isolation　structure　under　stronger　wind　load,　and　the　function　mechanism　is　explained.　Based　on　a　practical　project,　three　kinds　of　schemes　with　different　isolation　layers　are　put　forward,　the　finite　element　software　ETABS　is　used　for　time　history　analysis,　and　comparison　is　made　on　the　seismic　response　of　different　isolated　structure　and　aseismic　structure.　Comparison　result　shows　that　the　isolation　layer　with　rubber　bearing　and　AWB　can　work　reasonably,　but　further　optimization　on　the　designed　parameters　is　needed.　Moreover,　the　design　value　of　horizontal　bearing　capacity　of　lead　rubber　bearing　(LRB)　is　appropriate　to　be　close　to　the　seismic　isolation　layer　under　wind　load　excitation.　Finally,　numerical　simulation　and　comparative　analysis　of　shear　test　of　the　AWB　are　conducted.　With　a　very　small　yield　displacement　and　yield　strength　over　80%　of　the　set　of　horizontal　bearing　capacity,　the　AWB　is　validated　to　satisfy　the　working　conditions　which　provide　the　horizontal　bearing　capacity　under　normal　operating　conditions　and　designed　earthquake.　The　AWB　yields　and　malfunctions,　when　the　maximum　displacement　is　less　than　the　displacement　of　the　isolation　layer.　©　2016,　Shanghai　Jiaotong　University　and　Springer-Verlag　Berlin　Heidelberg.