dc.contributor.author | Lagaros, N | en |
dc.contributor.author | Fragiadakis, M | en |
dc.date.accessioned | 2014-03-01T01:53:29Z | |
dc.date.available | 2014-03-01T01:53:29Z | |
dc.date.issued | 2004 | en |
dc.identifier.uri | https://dspace.lib.ntua.gr/xmlui/handle/123456789/27034 | |
dc.subject | Carrying Capacity | en |
dc.subject | Cost Effectiveness | en |
dc.subject | Evolution Strategy | en |
dc.subject | Optimization Problem | en |
dc.subject | Optimum Design | en |
dc.subject | Shell Structure | en |
dc.subject | Structural Design | en |
dc.title | Optimum Design of Shell Structures with Stiffening Beams | en |
heal.type | journalArticle | en |
heal.identifier.primary | 10.2514/1.9041 | en |
heal.identifier.secondary | http://dx.doi.org/10.2514/1.9041 | en |
heal.publicationDate | 2004 | en |
heal.abstract | Theoptimumdesignofstiffenedshellstructuresisinvestigatedusingarobustandefé cientoptimizationalgorithm where the total weight of the structure is to be minimized subject to behavioral constraints imposed by structural design codes. Evolutionary algorithmsand morespecié cally the evolution strategies (ES) method specially tailored for this type of problems is implemented forthesolution of thestructural optimization problem. Thediscretization of the stiffened shell is performed by means of cost-effective and reliable shell and | en |
heal.journalName | Aiaa Journal | en |
dc.identifier.doi | 10.2514/1.9041 | en |
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