Timber arch bridges with V-shaped hangers
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://hdl.handle.net/1822/62901 |
Resumo: | Thearch is a very efficient load bearing structure, especially when itsshape is affine to the funicular of forces. However, if live loads are predominant as compared to permanent uniformly distributed gravity loads,the arch will be subjected to substantial bending moments, thus losing a great part of its structural efficiency. In traditional arch bridges with hangers arranged in a vertical manner, asymmetrical loads would cause a substantialdeviation of the pressure line from the axial line of the arch.In this paper,an innovative concept for timber arch bridges is introduced where V-shaped hangers, rather than vertical hangers, are used. The adoption of V-shapedhangers significantly contributesto the reduction of the eccentricity between the pressure line and the axial line of the arch, thus decreasing the magnitude of bending moments in the arch.The paper discussesthe advantages of using V-shaped hangers as an alternativetovertical hangers, both in terms ofstatics, in-plane stabilityand dynamic efficiency. Moreover, the design and the recent construction of a parabolic three-hinged archmade of timber, with a steel V-shaped hangeris thoroughly discussedin the paper |
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7160 |
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Timber arch bridges with V-shaped hangersArch timber bridgesTimber structuresbucklingV-ShapedvibrationsArch bridgesEngenharia e Tecnologia::Engenharia CivilScience & TechnologyThearch is a very efficient load bearing structure, especially when itsshape is affine to the funicular of forces. However, if live loads are predominant as compared to permanent uniformly distributed gravity loads,the arch will be subjected to substantial bending moments, thus losing a great part of its structural efficiency. In traditional arch bridges with hangers arranged in a vertical manner, asymmetrical loads would cause a substantialdeviation of the pressure line from the axial line of the arch.In this paper,an innovative concept for timber arch bridges is introduced where V-shaped hangers, rather than vertical hangers, are used. The adoption of V-shapedhangers significantly contributesto the reduction of the eccentricity between the pressure line and the axial line of the arch, thus decreasing the magnitude of bending moments in the arch.The paper discussesthe advantages of using V-shaped hangers as an alternativetovertical hangers, both in terms ofstatics, in-plane stabilityand dynamic efficiency. Moreover, the design and the recent construction of a parabolic three-hinged archmade of timber, with a steel V-shaped hangeris thoroughly discussedin the paperTaylor and FrancisUniversidade do MinhoCrocetti, RobertoBranco, Jorge M.Barros, Jorge F.20192019-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/62901engCrocetti, R., Branco, J. M., & Barros, J. F. (2019). Timber Arch Bridges with V-shaped Hangers. Structural Engineering International, 29(2), 261-267, 2019.1016-86641683-035010.1080/10168664.2018.1516124https://www.tandfonline.com/doi/full/10.1080/10168664.2018.1516124?scroll=top&needAccess=trueinfo: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:RCAAP2023-07-21T12:30:34Zoai:repositorium.sdum.uminho.pt:1822/62901Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:25:47.692099Repositório 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 |
Timber arch bridges with V-shaped hangers |
title |
Timber arch bridges with V-shaped hangers |
spellingShingle |
Timber arch bridges with V-shaped hangers Crocetti, Roberto Arch timber bridges Timber structures buckling V-Shaped vibrations Arch bridges Engenharia e Tecnologia::Engenharia Civil Science & Technology |
title_short |
Timber arch bridges with V-shaped hangers |
title_full |
Timber arch bridges with V-shaped hangers |
title_fullStr |
Timber arch bridges with V-shaped hangers |
title_full_unstemmed |
Timber arch bridges with V-shaped hangers |
title_sort |
Timber arch bridges with V-shaped hangers |
author |
Crocetti, Roberto |
author_facet |
Crocetti, Roberto Branco, Jorge M. Barros, Jorge F. |
author_role |
author |
author2 |
Branco, Jorge M. Barros, Jorge F. |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Crocetti, Roberto Branco, Jorge M. Barros, Jorge F. |
dc.subject.por.fl_str_mv |
Arch timber bridges Timber structures buckling V-Shaped vibrations Arch bridges Engenharia e Tecnologia::Engenharia Civil Science & Technology |
topic |
Arch timber bridges Timber structures buckling V-Shaped vibrations Arch bridges Engenharia e Tecnologia::Engenharia Civil Science & Technology |
description |
Thearch is a very efficient load bearing structure, especially when itsshape is affine to the funicular of forces. However, if live loads are predominant as compared to permanent uniformly distributed gravity loads,the arch will be subjected to substantial bending moments, thus losing a great part of its structural efficiency. In traditional arch bridges with hangers arranged in a vertical manner, asymmetrical loads would cause a substantialdeviation of the pressure line from the axial line of the arch.In this paper,an innovative concept for timber arch bridges is introduced where V-shaped hangers, rather than vertical hangers, are used. The adoption of V-shapedhangers significantly contributesto the reduction of the eccentricity between the pressure line and the axial line of the arch, thus decreasing the magnitude of bending moments in the arch.The paper discussesthe advantages of using V-shaped hangers as an alternativetovertical hangers, both in terms ofstatics, in-plane stabilityand dynamic efficiency. Moreover, the design and the recent construction of a parabolic three-hinged archmade of timber, with a steel V-shaped hangeris thoroughly discussedin the paper |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019 2019-01-01T00:00:00Z |
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/1822/62901 |
url |
http://hdl.handle.net/1822/62901 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Crocetti, R., Branco, J. M., & Barros, J. F. (2019). Timber Arch Bridges with V-shaped Hangers. Structural Engineering International, 29(2), 261-267, 2019. 1016-8664 1683-0350 10.1080/10168664.2018.1516124 https://www.tandfonline.com/doi/full/10.1080/10168664.2018.1516124?scroll=top&needAccess=true |
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 |
Taylor and Francis |
publisher.none.fl_str_mv |
Taylor and Francis |
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 instacron:RCAAP |
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Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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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 |
repository.mail.fl_str_mv |
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1799132743077986304 |