Reliability-based optimum design of cable-stayed bridges

Detalhes bibliográficos
Autor(a) principal: Negrão, J. H. O.
Data de Publicação: 2004
Outros Autores: Simões, L. M. C.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/7624
https://doi.org/10.1007/s00158-004-0408-x
Resumo: This paper presents a procedure for finding the reliability-based optimum design of cable-stayed bridges. The minimisation problem is stated as the minimisation of stresses, displacements, reliability and bridge cost. A finite-element approach is used for structural analysis. It includes a direct analytic sensitivity analysis module, which provides the structural behaviour responses to changes in the design variables. An equivalent multicriteria approach is used to solve the non-differentiable, non-linear optimisation problem, turning the original problem into the sequential minimisation of unconstrained convex scalar functions, from which a Pareto optimum is obtained. Examples are given illustrating the procedure.
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spelling Reliability-based optimum design of cable-stayed bridgesThis paper presents a procedure for finding the reliability-based optimum design of cable-stayed bridges. The minimisation problem is stated as the minimisation of stresses, displacements, reliability and bridge cost. A finite-element approach is used for structural analysis. It includes a direct analytic sensitivity analysis module, which provides the structural behaviour responses to changes in the design variables. An equivalent multicriteria approach is used to solve the non-differentiable, non-linear optimisation problem, turning the original problem into the sequential minimisation of unconstrained convex scalar functions, from which a Pareto optimum is obtained. Examples are given illustrating the procedure.2004info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://hdl.handle.net/10316/7624http://hdl.handle.net/10316/7624https://doi.org/10.1007/s00158-004-0408-xengStructural and Multidisciplinary Optimization. 28:2 (2004) 214-220Negrão, J. H. O.Simões, L. M. C.info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2022-07-27T11:16:17ZPortal AgregadorONG
dc.title.none.fl_str_mv Reliability-based optimum design of cable-stayed bridges
title Reliability-based optimum design of cable-stayed bridges
spellingShingle Reliability-based optimum design of cable-stayed bridges
Negrão, J. H. O.
title_short Reliability-based optimum design of cable-stayed bridges
title_full Reliability-based optimum design of cable-stayed bridges
title_fullStr Reliability-based optimum design of cable-stayed bridges
title_full_unstemmed Reliability-based optimum design of cable-stayed bridges
title_sort Reliability-based optimum design of cable-stayed bridges
author Negrão, J. H. O.
author_facet Negrão, J. H. O.
Simões, L. M. C.
author_role author
author2 Simões, L. M. C.
author2_role author
dc.contributor.author.fl_str_mv Negrão, J. H. O.
Simões, L. M. C.
description This paper presents a procedure for finding the reliability-based optimum design of cable-stayed bridges. The minimisation problem is stated as the minimisation of stresses, displacements, reliability and bridge cost. A finite-element approach is used for structural analysis. It includes a direct analytic sensitivity analysis module, which provides the structural behaviour responses to changes in the design variables. An equivalent multicriteria approach is used to solve the non-differentiable, non-linear optimisation problem, turning the original problem into the sequential minimisation of unconstrained convex scalar functions, from which a Pareto optimum is obtained. Examples are given illustrating the procedure.
publishDate 2004
dc.date.none.fl_str_mv 2004
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dc.identifier.uri.fl_str_mv http://hdl.handle.net/10316/7624
http://hdl.handle.net/10316/7624
https://doi.org/10.1007/s00158-004-0408-x
url http://hdl.handle.net/10316/7624
https://doi.org/10.1007/s00158-004-0408-x
dc.language.iso.fl_str_mv eng
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dc.relation.none.fl_str_mv Structural and Multidisciplinary Optimization. 28:2 (2004) 214-220
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