Optimization of Double - Layer Braced Barrel Vaults
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Maksym Grzywinski
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| Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
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2015, Volume 15, Issue 2, Pages 25-31
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Doi: 10.1515/tvsb-2015-0006
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The paper deals with discussion of discrete optimization problem in civil engineering structural space design. Minimization of mass should satisfy the limit state capacity and serviceability conditions. The cross - sectional areas of truss bars are taken as design variables. Optimization constraints concern stresses, displacements and stability, as well as technological and computational requirements.
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