dc.contributor.author | Papadrakakis, M | en |
dc.contributor.author | Lagaros, N | en |
dc.contributor.author | Plevris, V | en |
dc.date.accessioned | 2014-03-01T01:49:31Z | |
dc.date.available | 2014-03-01T01:49:31Z | |
dc.date.issued | 2000 | en |
dc.identifier.uri | https://dspace.lib.ntua.gr/xmlui/handle/123456789/25823 | |
dc.relation.uri | http://users.civil.ntua.gr/papadrakakis/files/papers/Opti-dyn1.pdf | en |
dc.subject | 3d structure | en |
dc.subject | Combinatorial Optimization | en |
dc.subject | Dynamic Analysis | en |
dc.subject | Dynamic Loading | en |
dc.subject | Evolution Strategy | en |
dc.subject | Large Scale Structure | en |
dc.subject | Optimal Design | en |
dc.subject | Optimization Problem | en |
dc.subject | Optimum Design | en |
dc.subject | Spectrum | en |
dc.subject | Structure Optimization | en |
dc.title | OPTIMUM DESIGN OF 3D STRUCTURES UNDER STATIC AND DYNAMIC LOADING | en |
heal.type | journalArticle | en |
heal.publicationDate | 2000 | en |
heal.abstract | The objective of this paper is to perform structural optimization under seismic loading. Combinatorial optimization methods and in particular algorithms based on evolution strategies (ESs) are implemented for the solution of large-scale structural optimization problems under seismic loading. In this work the efficiency of a rigorous approach in treating dynamic loading is investigated and compared with a simplified dynamic analysis | en |
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