In　order　to　further　improve　the　construction　efficiency　and　structural　integrity　of　precast　reinforced　concrete　(RC)　shear　walls,　a　bolted-connection　assembled　shear　wall　(BASW)　with　integrated　steel　connection　joints　was　proposed,　including　fully　assembled　shear　wall　and　semi-assembled　shear　wall　with　cast-in-place　edge　members　at　both　ends.　One　piece　of　the　cast-in-place　ordinary　concrete　shear　wall,　three　pieces　of　the　fully　assembled　shear　wall,　and　three　pieces　of　the　semi-assembled　shear　wall　were　designed.　The　comparison　parameters　were　assembly　methods　and　shear-span　ratio,　and　quasi-static　tests　were　carried　out.　Test　results　show　that　the　shear-span　ratio　and　assembly　methods　had　significant　impact　on　the　seismic　performance　of　the　shear　wall.　Due　to　the　connecting　steel　frame,　the　failure　surface　of　the　fully　assembled　shear　wall　was　lifted,　and　the　peak　bearing　capacity　was　higher　than　that　of　cast-in-place　and　semi-assembled　shear　walls　with　the　same　shear-span　ratio.　Combined　with　numerical　analysis,　the　influences　of　the　parameters　such　as　assembly　rate,　shear-span　ratio,　axial　compression　ratio,　edge　component　hoop　ratio,　and　edge　component　size　on　the　skeleton　lines　and　hysteretic　performance　of　the　specimens　were　studied.　According　to　the　results,　the　three-fold　skeleton　line　model　and　restoring　force　model　of　the　new　type　BASW　were　established.　It　was　found　that　the　proposed　restoring　force　model　was　in　good　agreement　with　the　test　curves,　which　can　reflect　the　hysteretic　performance　of　the　wall.　This　indicates　that　the　models　can　be　used　for　the　elastoplastic　analysis　of　these　types　of　BASWs.　Copyright　©2022　Journal　of　Harbin　Institute　of　Technology.All　rights　reserved.