@inproceedings{
 title = {A multicriteria method for truss optimization},
 type = {inproceedings},
 year = {2014},
 keywords = {Limit and Shakedown Analysis,Sizing Optimization},
 pages = {1821-1832},
 websites = {http://opus.bibliothek.fh-aachen.de/opus4/files/6510/Barcelona_2014-p3625.pdf},
 institution = {European Community on Computational Methods in Applied Sciences (ECCOMAS)},
 id = {03a91654-d972-39aa-ab4b-8a4e64de17fd},
 created = {2014-06-02T20:07:49.000Z},
 file_attached = {false},
 profile_id = {93ec0d5b-403c-3f87-b702-40b6362f05e6},
 last_modified = {2017-03-14T23:34:32.861Z},
 read = {false},
 starred = {false},
 authored = {true},
 confirmed = {true},
 hidden = {false},
 citation_key = {tran2014multicriteria},
 source_type = {inproceedings},
 private_publication = {false},
 abstract = {We propose a multicriteria approach to the optimization of trusses. Stress and cross sectional areas of bars are considered as independent variables. This is a distinguishing point of this method. Using two independent variables makes the equilibrium equations become nonlinear. The problem is solved by the Optimization Toolbox of Matlab. In this paper, we consider the nine-bar truss of as an example.},
 bibtype = {inproceedings},
 author = {Trần, Ngọc Trinh and Staat, Manfred and Stavroulakis, Georgios E.},
 editor = {Oñate, E and J. Oliver, J and Huerta, A},
 booktitle = {11th World Congress on Computational Mechanics (WCCM XI), 5th European Conference on Computational Mechanics (ECCM V), 6th European Conference on Computational Fluid Dynamics (ECFD VI) July 20-25, 2014, Barcelona, Spain}
}

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