Abstract
Abstract 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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Schedule a callMore From: Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series.
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