Precast　concrete　hollow　shear　wall　structure　is　a　new　type　prefabricated　structure.　In　order　to　study　the　seismic　performance　of　the　precast　concrete　shear　wall,　the　integrity　of　adjacent　walls　at　same　level,　resisting　shear　through　indirectly　spliced　horizontal　reinforcement,　and　the　grouted　boundary　element,　quasi　-　static　tests　were　conducted　on　six　shear　wall　specimens　with　axial　load　ratio　of　0.3　and　aspect　ratio　between　1.61　and　2.42.　The　test　results　show　that　the　failure　mode　of　the　specimens　is　flexure-compression　failure,　thus　the　design　goal　of　strong　shear　and　weak　bending　is　reached,　and　the　horizontal　reinforcement　can　resist　the　shear　force　effectively.　The　relationship　curve　between　the　force　and　the　displacement　is　full,　and　ultimate　drift　ratios　are　between　1/72　and　1/38.　The　bearing　capacity　calculation　of　hollow　panel　under　eccentric　compression　can　refer　to　the　cast-in-situ　shear　walls.　The　cracking　width　of　vertical　joint　between　adjacent　walls　at　the　same　floor　is　small,　and　the　walls　on　both　sides　of　joint　slip　little　along　vertical　direction,　and　the　diagonal　crack　is　continuous　in　the　vertical　joint.　The　shear　wall　can　become　integrity　through　direct　connection　or　cast-in-situ　vertical　joint.　The　seismic　performance　of　concrete　hollow　panels　with　grouted　boundary　element　can　meet　the　requirement　of　current　codes.　©　2019,　Editorial　Office　of　China　Civil　Engineering　Journal.　All　right　reserved.