Four　steel　fiber　reinforced　high　strength　concrete　shear　walls　with　different　embedded　steel　configurations　were　conducted　under　quasi-static　tests,　to　investigate　the　influences　of　the　diagonal　steel　bar　bracings　in　the　wall　web,　the　embedded　steel　tubes　in　the　boundary　zone,　and　the　concealed　steel　truss　on　the　seismic　behavior　of　the　proposed　shear　walls.　Furthermore,　the　finite　element　modelling　and　the　parametric　analysis　were　conducted　and　verified　against　the　test　results.　Research　shows　that　both　the　reinforcement　bracings　and　the　channel　steel　bracings　restrained　the　development　of　cracks　and　decreased　the　crack　widths,　especially　the　channel　steel　bracings,　which　showed　a　more　remarkable　effect　on　alleviating　the　damage　of　the　wall.　The　two　types　of　the　concealed　bracings　could　slow　down　the　stiffness　degradation　rate,　and　enhance　the　plastic　deformation　capacity　of　the　shear　walls.　The　finite　element　analysis　indicated　that　a　reasonable　axial　load　ratio　was　conductive　to　exert　the　cyclic　behavior　of　the　concealed　bracings.　For　the　steel　truss　reinforced　concrete　walls,　the　increase　of　the　cross　sectional　ratio　of　steel　tubes　within　a　reasonable　range　could　improve　the　co-working　performance　for　the　wall　panel　and　the　boundary　columns.