This　thesis,　in　concern　with　the　seismic　isolation　technology　in　long　span　structures,　focuses　on　the　research　of　bearing.　In　allusion　to　the　defect　of,　it　designs　a　new　type　vertical　resisting　pulling　friction　pendulum　bearing.　The　mechanical　properties　test　of　the　bearings　is　carried　out　on　hydraulic　servo　tester.　The　loading　capability　and　dynamic　characteristics　tests　of　the　proposed　FPB-3000　were　carried　out.　Some　key　parameters,　such　as　vertical　pressure,　horizontal　sliding　velocity,　which　affect　on　the　performance　of　seismic　isolation,　are　studied.　It　is　shown　that　the　proposed　bearings　possess　good　performance.