| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 310130 | Thin-Walled Structures | 2007 | 4 Pages |
Abstract
The two-criteria optimum design problem for thin-walled members with two axes of symmetry (of H-type) subjected to compression and bending is solved. Components of the objective function vector are the compressive force and the bending moment in the web plane. Pareto-optima and “compromise” optimal projects have been obtained and compared with standard profiles.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
A.I. Manevich, S.V. Raksha,