The　supporting　hotel　of　the　National　Convention　Center　Phase　II　employed　a　novel　type　of　transfer　joint　for　connecting　steel　and　reinforced　concrete　structures,　and　studied　geometrically　regular　and　symmetric　transfer　joint.　However,　the　mechanical　properties　of　irregular,　asymmetric　joints　within　this　hotel　structure　have　not　yet　been　examined.　A　representative　asymmetric　beamcolumn　transfer　joint　was　selected,　and　its　failure　process　and　mechanical　performance　were　investigated　based　on　a　finite　element　model.　The　simulation　results　indicate　that　the　construction　form　of　the　transfer　joint　can　be　applied　to　asymmetric　beam-column　joints,　achieving　the　design　goal　of　yielding　in　the　upper　part　first.