This　paper　begins　with　a　proposal　for　an　experimental　method　for　exact　scaling　of　uniform　impact　load　data　for　a　clamped　and　stiffened　plate　without　consideration　of　strain-rate　effects.　Next,　the　strain-rate　effect　was　taken　into　account　and　a　modified　scaling　method　proposed.　This　results　in　a　new　experimental　technique　to　eliminate　differences　between　data　for　a　scale　model　and　the　prototype　by　ensuring　similar　deformations　for　both　the　scale　model　and　the　prototype.　This　allows　accurate　prediction　of　the　impact　response　of　heavy-duty　structures　using　a　small-scale　model.