Spatial　cable-truss　structure　without　inner　ring　cables　(SCSWIRC)　is　a　new　type　of　cable-truss　tension　structures　(CTTS),　and　its　anti-collapse　ability　is　strong,　but　its　construction　forming　is　difficult.　The　main　reason　is　that　there　are　a　lot　of　struts　(or　compression　struts)　when　the　span　of　SCSWIRC　is　larger　and　struts　are　easy　to　cause　winding　and　collision　during　its　construction.　In　order　to　solve　the　difficulty　of　construction　forming,　the　grid-jumping　layout　was　proposed　to　simplify　SCSWIRC　to　delete　the　redundant　struts.　It　is　necessary　to　further　study　whether　the　anti-collapse　ability　of　the　remaining　structure　after　the　grid-jumping　layout　is　affected　by　grid-jumping　layout.　Based　on　transient　dynamic　theory,　the　rupture　of　local　cables　(struts)　of　SCSWIRC　with　grid-jumping　layout　is　studied.　The　research　results　show　that　self-weight　has　a　little　influence　on　the　SCSWIRC;　the　initial　prestress　only　increases　the　internal　forces　of　components　and　the　same　proportion　of　feasible　prestress　levels　do　not　amplify　the　response　of　SCSWIRC　with　rupture　of　local　cables　(struts);　the　anti-collapse　ability　of　the　remaining　structure　after　the　grid-jumping　layout　of　SCSWIRC　is　still　strong　and　the　ability　to　resist　the　external　loads　is　good　at　the　same　time.　The　rupture　of　local　cables　(struts)　for　the　original　scheme　and　grid-jumping　layout　schemes　do　not　cause　the　progressive　collapse.　The　research　contents　offer　useful　reference　for　the　safety　design　of　SCSWIRC.　Copyright　©　2023　by　the　International　Association　for　Shell　and　Spatial　Structures　(IASS).