Due　to　the　strain-rate　effect　of　materials,　the　test　results　obtained　from　scaled-down　models　might　not　be　accurately　extrapolated　to　those　of　the　full-scale　prototypes.　In　the　present　study,　this　challenge　is　addressed　by　modifying　the　scaled　distance　so　that　the　model　exhibits　identical　scalable　behavior　to　the　prototype.　The　global　and　local　responses　of　reinforced　concrete　(RC)　structural　members　subjected　to　near-field　blast　loading　are　major　indices　to　evaluate　damage　extent,　which　are　dominated　by　multi-governing　factors,　rather　than　a　single　factor,　due　to　the　complexity　of　the　constituent　materials.　Consequently,　the　scaling　laws　of　global　and　local　responses　may　be　inconsistent　with　each　other.　In　view　of　this,　the　scaling　methods　of　the　global　and　local　responses　of　RC　members　are　proposed　based　on　the　Buckingham　theorem,　and　are　validated　with　the　test　results　of　RC　members　such　as　slabs　and　beams　subjected　to　near-field　blast　loading.　It　is　shown　that　the　model　developed　applying　the　suggested　scaling　methods　is　able　to　precisely　predict　the　global　and　local　responses　of　prototype.　Then,　a　scaling　method　considering　the　strain-rate　effect　and　size　effect　is　proposed.　Furthermore,　the　distortion　of　reinforcement　ratio　frequently　encountered　in　model　tests,　as　well　as　the　influence　of　constitutive　equations　on　scaling　results,　are　investigated.　The　proposed　scaling　methods　in　this　study　provide　reference　for　the　design　and　application　of　model　test　in　the　blast-related　field.