The　parameter　analysis　and　the　calculation　method　of　shear　strength　for　bolted-connection　assembled　shear　walls　(BASWs)　were　explored　in　this　work　to　determine　the　effects　of　shear　span　ratio,　axial　load　ratio,　hoop　ratio,　and　other　parameters　on　their　shear　performance.　First,　three　refined　finite　element　models　of　a　shear　wall　were　developed　and　verified　by　pseudo-static　tests　using　BASW.　Second,　the　parameter　analysis　of　shear　span　ratio,　axial　compression　ratio,　and　stirrup　ratio　on　the　shear　performance　was　conducted.　Finally,　the　calculation　formula　for　the　shear　strength　of　this　shear　wall　was　derived　from　the　working　mechanism,　and　a　comparative　analysis　was　performed　with　existing　literature　and　specifications.　The　results　showed　that　a　smaller　shear　span　ratio　or　a　larger　axial　compression　ratio　resulted　in　larger　shear　strength,　but　the　ductility　became　worse.　Moreover,　the　lower　hoop　ratio　presented　larger　shear　strength　and　stiffness,　but　the　rate　of　increase　tended　to　weaken.　The　calculated　values　obtained　by　the　proposed　formula　for　the　shear　strength　of　BASW　agree　well　with　the　experimental　results.　This　alignment　indicates　that　BASW　exhibits　excellent　shear　behavior,　and　the　derived　shear　strength　formula　is　highly　applicable.　©　2025　Editorial　Board　of　Journal　of　Harbin　Engineering.　All　rights　reserved.