Journal
OPTIMIZATION AND ENGINEERING
Volume 1, Issue 2, Pages 189-213Publisher
SPRINGER
DOI: 10.1023/A:1010091831812
Keywords
truss design; buckling; nonconvex semidefinite programming
Categories
Funding
- GIF [I0455-214.06/95]
- BMBF [03ZO7BAY]
- Czech Academy of Sciences [A1075707]
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We propose a novel formulation of a truss design problem involving a constraint on the global stability of the structure due to the linear buckling phenomenon. The optimization problem is modelled as a nonconvex semidefinite programming problem. We propose two techniques for the numerical solution of the problem and apply them to a series of numerical examples.
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