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Showing results for tags 'tower'.
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SIR, My aim is to do the size optimization of the Tower of Rod Element.The end results only shows output of Result Type as displacement & stresses not of element thickness or radius.What to do?can i do the size optimization over the problem or is it not possible.Please resolve the problem. SIZE-01.fem SIZE-01.hm SIZE-01.mvw
Hello, I am trying to use the optimization techniques in Inspire to model a tower which is subjected to a compressive load at the top. Every time I run the optimization for maximizing stiffness in the program, the final results in the design space are always vertical columns. Is there a way to specify some buckling constraints in the model? Thanks!