An　experimental　research　program　was　conducted　to　study　the　behavior　of　the　sandwich-like　embedded　anchor　composed　of　bars　and　steel　plates　in　both　sides　and　used　for　connecting　the　concrete　wall　with　the　steel　beam.　4　large-sized　specimens　were　tested　in　such　loading　conditions　that　the　anchors　were　subjected　to　flexure　and　shear　in　one　direction　or　under　cyclic　loads,　with　or　without　axial　tension,　respectively,　from　which　its　load-deformation　relationship,　failure　mechanism,　capacities,　etc.,　were　investigated　and　some　suggestions　for　its　design　were　recommended.