Since　the　stress　is　a　local　quantity,　a　large　number　of　constraints　must　be　considered　in　the　topology　optimization　of　continuum　structure.　This　increases　the　computational　complexity　of　both　the　optimization　algorithm　and　sensitivity　analysis.　A　strategy　with　globalization　of　stress　constraints　is　proposed　based　on　von　Mises＇　yield　criterion.　The　local　stress　constraints　of　element　are　transformed　into　the　global　strain　energy　constraints　of　structure.　Based　on　ICM　(Independent,　Continuous,　Mapping)　method,　independent　continuous　topological　variables　are　introduced;　a　suitable　set　of　Filter　functions　of　element　with　respect　to　weight,　allowable　stress　and　stiffness　is　selected.　The　optimal　topology　model　of　continuum　structure　is　established　with　weight　as　objective　and　subjected　to　strain　energy　constraints　with　multiple　load　cases.　The　best　path　transmitted　force　in　the　multiple　load　cases　is　selected　successfully.　Furthermore,　the　dual　quadratic　programming　is　applied　to　solve　the　optimal　model　of　continuum.　In　addition,　the　present　optimal　model　and　its　algorithm　have　been　implemented　by　means　of　the　MSC/Patran　software　platform　using　PCL　(Patran　Command　Language).　Numerical　examples　indicate　that　the　method　is　efficient.