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<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:dc="http://purl.org/dc/elements/1.1/"><rdf:Description rdf:about="https://dk.um.si/IzpisGradiva.php?id=26277"><dc:title>MINLP optimization of a single-storey industrial steel building</dc:title><dc:creator>Žula,	Tomaž	(Avtor)
	</dc:creator><dc:creator>Kravanja,	Zdravko	(Avtor)
	</dc:creator><dc:creator>Kravanja,	Stojan	(Avtor)
	</dc:creator><dc:subject>civil engineering</dc:subject><dc:subject>topology optimization</dc:subject><dc:subject>sizing optimization</dc:subject><dc:subject>nonlinear programming</dc:subject><dc:subject>MINLP</dc:subject><dc:description>The paper presents the topology and standard sizes optimization of a single-storey industrial steel building, made from standard hot rolled I sections. The structure consists of main portal frames, connected with purlins. The structural optimization is performed by the Mixed-Integer Non-linear programming approach (MINLP). The MINLP performs a discrete topology and standard dimension optimization simultaneously with continuous parameters. Since the discrete/continuous optimization problem of the industrial building is non-convex and highly non-linear, the Modified Outer- Approximation/Equality-Relaxation (OA/ER) algorithm has been used for the optimization. Alongside the optimum structure mass, the optimum topology with the optimum number of portal frames and purlins as well as all standard cross-section sizes have been obtained. The paper includes the theoretical basis and a practical example with the results of the optimization.</dc:description><dc:date>2008</dc:date><dc:date>2012-05-31 12:22:50</dc:date><dc:type>Neznano</dc:type><dc:identifier>26277</dc:identifier><dc:language>sl</dc:language></rdf:Description></rdf:RDF>
