In　order　to　overcome　the　difficulties　of　large　number　of　stress　constraints　and　high　cost　in　calculating　the　stress　sensitivities　in　the　topology　optimization　with　stress　constraints,　this　paper　proposes　the　ICM　method　for　structural　topology　optimization　with　condensation　of　stress　constraints.　Using　the　theory　of　Mises　strength　to　transform　stress　constraints　into　strain　energy　constraints,　two　approaches　are　proposed　for　condensation　of　stress　constraints.　One　is　globalization　of　stress　constraints,　the　other　is　integration　of　stress　constraints.　Then　the　optimal　model　with　a　weight　objective　and　condensed　strain　energy　constraint　is　established,　and　the　dual　theory　is　used　in　the　optimal　model　of　continuum　structure　to　obtain　the　numerical　solution.　Four　examples　show　that　the　method　has　high　computational　efficiency　and　a　reasonable　optimal　topology　can　be　obtained.　In　addition,　this　method　is　valid　not　only　for　two　dimensional　continuum　structure　but　also　for　three　dimensional　continuum　structure.