Precast　hollow　shear　wall　structure　is　a　new　type　of　prefabricated　shear　wall　structure.　The　wall　of　the　structure　is　composed　of　precast　hollow　panels,　cast-in-place　boundary　elements　and　cast-in-place　vertical　splice　joints.　The　precast　hollow　panel　is　provided　with　vertical　and　horizontal　holes,　and　concrete　is　poured　at　the　construction　site　to　form　solid　wall.　Horizontally　inserted　reinforcement　bars　are　arranged　in　the　horizontal　holes　of　the　hollow　panels,　which　are　indirectly　overlapped　with　the　horizontally　distributed　reinforcement　bars　in　the　hollow　panels　to　realize　the　connection　of　horizontal　reinforced　bars　of　adjacent　hollow　panels　in　the　same　story.　In　order　to　study　the　seismic　performance　of　precast　hollow　shear　wall,　quasi-static　tests　were　conducted　on　five　hollow　shear　wall　specimens　with　aspect　ratio　of　1.61　to　2.07.　The　experimental　results　showed　that　the　specimens　failed　due　to　flexure-compression,　which　achieved　the　expected　design　target　of　＂strong　shear　and　weak　bending＂,　and　horizontal　reinforcement　indirectly　connected　by　horizontal　inserts　could　effectively　resist　horizontal　shear　force.　The　ultimate　drift　ratios　of　specimens　ranged　from　1.4%　to　2.6%.　The　load-carrying　capacity　of　the　hollow　shear　wall　could　be　calculated　according　to　the　formula　for　cast-in-place　shear　wall　provided　by　the　GB　50010-2010.　Two　kinds　of　connection　between　the　hollow　panels　(direct　splicing　connection　and　cast-inplace　vertical　splicing　connection)　could　make　the　hollow　panels　become　a　whole.　The　seismic　performance　of　the　hollow　shear　wall　with　precast　boundary　elements　also　met　the　requirements　of　the　GB　50011-2010.　Finally,　the　finite　element　model　of　shear　wall　specimen　was　established　and　verified　using　MSC.MARC　software.　On　this　basis,　the　impact　of　key　parameters　on　the　seismic　performance　of　the　precast　hollow　shear　wall　was　studied.　The　results　show　that　the　axial　load　ratio　and　boundary　longitudinal　reinforcement　ratio　had　great　influence　on　the　seismic　performance,　while　the　diameter　of　the　steel　bar　inserted　horizontally　had　little　effect　on　the　seismic　performance　of　the　precast　hollow　shear　wall　with　higher　aspect　ratio.