Robustness of timber structures in seismic areas

Detalhes bibliográficos
Autor(a) principal: Neves, Luís A. C.
Data de Publicação: 2011
Outros Autores: Branco, Jorge M.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/13616
Resumo: Major similarities between robustness assessment and seismic design exist, and significant information can be brought from seismic design to robustness design. As will be discussed, although some methods and limitations considered in seismic design can improve robustness, the capacity of the structure to sustain limited damage without disproportionate effects is significantly more complex. In fact, seismic design can either improve or reduce the resistance of structures to unforeseeable events, depending on the structural type, triggering event, structural material, among others. Based on a case study, the influence of redundancy and ductility on the seismic behavior and robustness of a long-span timber structure is assessed.
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spelling Robustness of timber structures in seismic areasEarthquakesRobustnessDuctilityRedundancyDuctility and redundancyScience & TechnologyMajor similarities between robustness assessment and seismic design exist, and significant information can be brought from seismic design to robustness design. As will be discussed, although some methods and limitations considered in seismic design can improve robustness, the capacity of the structure to sustain limited damage without disproportionate effects is significantly more complex. In fact, seismic design can either improve or reduce the resistance of structures to unforeseeable events, depending on the structural type, triggering event, structural material, among others. Based on a case study, the influence of redundancy and ductility on the seismic behavior and robustness of a long-span timber structure is assessed.COST E 55ElsevierUniversidade do MinhoNeves, Luís A. C.Branco, Jorge M.2011-112011-11-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/13616eng0141-029610.1016/j.engstruct.2011.02.026http://www.sciencedirect.com/science/article/pii/S0141029611000976info: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:RCAAP2023-07-21T12:03:27Zoai:repositorium.sdum.uminho.pt:1822/13616Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T18:53:35.739877Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Robustness of timber structures in seismic areas
title Robustness of timber structures in seismic areas
spellingShingle Robustness of timber structures in seismic areas
Neves, Luís A. C.
Earthquakes
Robustness
Ductility
Redundancy
Ductility and redundancy
Science & Technology
title_short Robustness of timber structures in seismic areas
title_full Robustness of timber structures in seismic areas
title_fullStr Robustness of timber structures in seismic areas
title_full_unstemmed Robustness of timber structures in seismic areas
title_sort Robustness of timber structures in seismic areas
author Neves, Luís A. C.
author_facet Neves, Luís A. C.
Branco, Jorge M.
author_role author
author2 Branco, Jorge M.
author2_role author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Neves, Luís A. C.
Branco, Jorge M.
dc.subject.por.fl_str_mv Earthquakes
Robustness
Ductility
Redundancy
Ductility and redundancy
Science & Technology
topic Earthquakes
Robustness
Ductility
Redundancy
Ductility and redundancy
Science & Technology
description Major similarities between robustness assessment and seismic design exist, and significant information can be brought from seismic design to robustness design. As will be discussed, although some methods and limitations considered in seismic design can improve robustness, the capacity of the structure to sustain limited damage without disproportionate effects is significantly more complex. In fact, seismic design can either improve or reduce the resistance of structures to unforeseeable events, depending on the structural type, triggering event, structural material, among others. Based on a case study, the influence of redundancy and ductility on the seismic behavior and robustness of a long-span timber structure is assessed.
publishDate 2011
dc.date.none.fl_str_mv 2011-11
2011-11-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/1822/13616
url http://hdl.handle.net/1822/13616
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 0141-0296
10.1016/j.engstruct.2011.02.026
http://www.sciencedirect.com/science/article/pii/S0141029611000976
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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