Experimental behaviour of bridge falsework joints

Detalhes bibliográficos
Autor(a) principal: André, J.
Data de Publicação: 2013
Outros Autores: Beale, R., Baptista, A. M.
Idioma: eng
Título da fonte: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Texto Completo: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1005388
Resumo: Bridge falsework systems, in particular those constituted by proprietary modular framed systems of metallic elements connected by special couplers are frequently used in structural engineering works. The popular Cuplok® system was chosen for this study. A total of 192 tests were carried out divided in four types of joints. For each type of joint, several pa-rameters, critical to define the joints’ behaviour, were analysed statistically. The selection of the probabilistic distribution for each parameter was based on classic goodness of fit tests but also on more advanced analysis. The results show that in some cases the most suited distribu-tions deviate greatly from normality.
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spelling Experimental behaviour of bridge falsework jointsBridgesBridge falseworkFalsework jointsExperimental studyBridge falsework systems, in particular those constituted by proprietary modular framed systems of metallic elements connected by special couplers are frequently used in structural engineering works. The popular Cuplok® system was chosen for this study. A total of 192 tests were carried out divided in four types of joints. For each type of joint, several pa-rameters, critical to define the joints’ behaviour, were analysed statistically. The selection of the probabilistic distribution for each parameter was based on classic goodness of fit tests but also on more advanced analysis. The results show that in some cases the most suited distribu-tions deviate greatly from normality.cmm - Associação Portuguesa de Construção Metálica e Mista2013-11-04T17:34:26Z2014-10-09T14:56:03Z2017-04-13T10:16:35Z2013-10-01T00:00:00Z2013-10conference objectinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://repositorio.lnec.pt:8080/jspui/handle/123456789/1005388engAndré, J.Beale, R.Baptista, A. M.info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-05-17T03:00:16Zoai:localhost:123456789/1005388Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-29T07:33:56.436249Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv Experimental behaviour of bridge falsework joints
title Experimental behaviour of bridge falsework joints
spellingShingle Experimental behaviour of bridge falsework joints
André, J.
Bridges
Bridge falsework
Falsework joints
Experimental study
title_short Experimental behaviour of bridge falsework joints
title_full Experimental behaviour of bridge falsework joints
title_fullStr Experimental behaviour of bridge falsework joints
title_full_unstemmed Experimental behaviour of bridge falsework joints
title_sort Experimental behaviour of bridge falsework joints
author André, J.
author_facet André, J.
Beale, R.
Baptista, A. M.
author_role author
author2 Beale, R.
Baptista, A. M.
author2_role author
author
dc.contributor.author.fl_str_mv André, J.
Beale, R.
Baptista, A. M.
dc.subject.por.fl_str_mv Bridges
Bridge falsework
Falsework joints
Experimental study
topic Bridges
Bridge falsework
Falsework joints
Experimental study
description Bridge falsework systems, in particular those constituted by proprietary modular framed systems of metallic elements connected by special couplers are frequently used in structural engineering works. The popular Cuplok® system was chosen for this study. A total of 192 tests were carried out divided in four types of joints. For each type of joint, several pa-rameters, critical to define the joints’ behaviour, were analysed statistically. The selection of the probabilistic distribution for each parameter was based on classic goodness of fit tests but also on more advanced analysis. The results show that in some cases the most suited distribu-tions deviate greatly from normality.
publishDate 2013
dc.date.none.fl_str_mv 2013-11-04T17:34:26Z
2013-10-01T00:00:00Z
2013-10
2014-10-09T14:56:03Z
2017-04-13T10:16:35Z
dc.type.driver.fl_str_mv conference object
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://repositorio.lnec.pt:8080/jspui/handle/123456789/1005388
url http://repositorio.lnec.pt:8080/jspui/handle/123456789/1005388
dc.language.iso.fl_str_mv eng
language eng
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eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv cmm - Associação Portuguesa de Construção Metálica e Mista
publisher.none.fl_str_mv cmm - Associação Portuguesa de Construção Metálica e Mista
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collection Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
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