1Rozvany G I N.Some shortcomings in Michell's truss theory[J].Structural Optimization,1997,13(2-3):203-204.
2Rozvany G I N.Partial relaxation of the orthogonality requirement for classical Michell trusses.Structural Optimization[J].1997,13(4):271-274.
3Rozvany G I N.On the validity of Prager's example of nonunique Michell structures[J].Structural Optimization,1997,13 (2-3):191-194.
4Kirsch U.Topping B H V.Minimum Weight Design of Structural Topologies[J].J.Structural Eng.1992,(8):1770-1785.
5Rozvany G I N,Gollub W.Michell layouts for various combinations of line support[J].International Journal of Mechanical Sciences,1990,32(12):1021-1043.
6Rozvany G I N,Gollub W,Zhou M.Exact Michell layouts for various combinations of line support-Part Ⅱ[J].Structural Optimization,1997,14(2-3):138-149.
7Azid I A,Kwan A S K,Seetharamu K N.A GA-based technique for layout optimization of truss with stress and displacement constraints[J].International Journal for Numerical Methods in Engineering,2002,53(7):1641-1674.
