In　EVE　precast　shear　walls,　noncontact　lap　splices　of　rebars　are　used　both　in　horizontal　joints　connecting　upper　and　lower　story　precast　panels,　and　in　vertical　joints　connecting　adjacent　precast　panels.　To　study　the　feasibility　of　the　noncontact　lap　splice,　joint　construction　details　and　prefabricated　boundary　element　in　EVE　precast　concrete　hollow　shear　walls,　quasi-static　tests　of　three　full　scale　wall　specimens　were　carried　out.　Test　results　indicate　that　the　rebars　at　the　same　location　of　precast　panels　and　cast-in-situ　holes　exhibit　a　similar　trend　of　strain　development,　and　noncontact　lap　splices　can　transfer　stress　effectively　through　the　truss　model.　All　specimens　fail　in　the　expected　failure　modes,　and　the　inside　cast-in-situ　concrete　can　work　together　with　the　precast　panel.　The　ratio　of　the　measured　load-carrying　capacity　to　the　calculated　capacity　according　to　the　formulas　in　current　design　code　JGJ　3-2010＇Technical　specification　for　concrete　structures　of　tall　building＇　of　the　wall　specimen　with　compression-shear　failure　mode　is　1.77,　while　those　of　the　wall　specimens　with　the　compression-flexural　failure　mode　are　1.15-1.23,　indicating　that　the　formulas　for　integral　casting　walls　in　current　design　code　can　be　used　to　evaluate　the　strength　of　EVE　precast　shear　walls.　The　ultimate　drift　ratios　of　all　the　specimens　are　1/66-1/54,　satisfying　the　requirement　of　deformation　capacity　under　rare　earthquakes.　The　full-prefabricated　boundary　element　with　noncontact　lap　splices　of　vertical　rebars　and　stirrups　placed　in　precast　panels,　can　be　used　to　replace　the　partial-prefabricated　boundary　element　with　vertical　rebars　assigned　from　bottom　to　top　and　stirrups　placed　in　the　vertical　hole.　The　horizontal　joints　exhibit　a　good　slip-resisting　ability.　©　2020,　Editorial　Office　of　Journal　of　Building　Structures.　All　right　reserved.