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Structural optimization: A tool for evaluating seismic design procedures

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dc.contributor.author Lagaros, ND en
dc.contributor.author Fragiadakis, M en
dc.contributor.author Papadrakakis, M en
dc.contributor.author Tsompanakis, Y en
dc.date.accessioned 2014-03-01T01:25:12Z
dc.date.available 2014-03-01T01:25:12Z
dc.date.issued 2006 en
dc.identifier.issn 01410296 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/17594
dc.subject Evolutionary algorithms en
dc.subject Nonlinear time-history analysis en
dc.subject Seismic design procedures en
dc.subject Structural optimization en
dc.subject.other Computer simulation en
dc.subject.other Evolutionary algorithms en
dc.subject.other Structural design en
dc.subject.other Structural frames en
dc.subject.other Structural optimization en
dc.subject.other Ground motion en
dc.subject.other Nonlinear time-history analysis en
dc.subject.other Seismic design procedures en
dc.subject.other Three-dimensional frame structures en
dc.subject.other Seismology en
dc.subject.other Computer simulation en
dc.subject.other Evolutionary algorithms en
dc.subject.other Seismology en
dc.subject.other Structural design en
dc.subject.other Structural frames en
dc.subject.other Structural optimization en
dc.subject.other algorithm en
dc.subject.other architectural design en
dc.subject.other building en
dc.subject.other optimization en
dc.subject.other performance assessment en
dc.subject.other seismic design en
dc.subject.other seismic response en
dc.subject.other simulation en
dc.subject.other structural analysis en
dc.title Structural optimization: A tool for evaluating seismic design procedures en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.engstruct.2006.02.014 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.engstruct.2006.02.014 en
heal.publicationDate 2006 en
heal.abstract The objective of this paper is to evaluate seismic design procedures for three-dimensional (3D) frame structures using structural optimization methodologies. The evaluation is based on European seismic design code, where procedures based on both linear and nonlinear time-history analysis are adopted. In order to simulate seismic actions realistically, suites of both natural and artificial ground motion records are used. Furthermore, it is shown that structural optimization is a very efficient design tool that can be applied on realistic buildings. For the solution of the optimization problem, a highly efficient evolutionary algorithm is adopted. The results obtained demonstrate the advantages of using more elaborate seismic design procedures, based on a detailed simulation of the structural behaviour and the applied seismic loading, as opposed to the commonly used simplified design approaches. Designs with less material cost combined with better seismic performance are obtained when nonlinear time-history analysis is performed. © 2006 Elsevier Ltd. All rights reserved. en
heal.journalName Engineering Structures en
dc.identifier.doi 10.1016/j.engstruct.2006.02.014 en
dc.identifier.volume 28 en
dc.identifier.issue 12 en
dc.identifier.spage 1623 en
dc.identifier.epage 1633 en


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