Timber arch bridges with V-shaped hangers

Detalhes bibliográficos
Autor(a) principal: Crocetti, Roberto
Data de Publicação: 2019
Outros Autores: Branco, Jorge M., Barros, Jorge F.
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
id RCAP_a75ab3f0f65deaa52ac1a4d96d7b694a
oai_identifier_str oai:repositorium.sdum.uminho.pt:1822/62901
network_acronym_str RCAP
network_name_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository_id_str 7160
spelling 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
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
repository.mail.fl_str_mv
_version_ 1799132743077986304