Experimental behaviour of bridge falsework joints
| Autor(a) principal: | |
|---|---|
| Data de Publicação: | 2013 |
| Outros Autores: | , |
| 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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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 |
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2013-11-04T17:34:26Z 2013-10-01T00:00:00Z 2013-10 2014-10-09T14:56:03Z 2017-04-13T10:16:35Z |
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conference object |
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info:eu-repo/semantics/publishedVersion |
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publishedVersion |
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http://repositorio.lnec.pt:8080/jspui/handle/123456789/1005388 |
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http://repositorio.lnec.pt:8080/jspui/handle/123456789/1005388 |
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eng |
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eng |
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info:eu-repo/semantics/openAccess |
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openAccess |
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application/pdf |
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cmm - Associação Portuguesa de Construção Metálica e Mista |
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cmm - Associação Portuguesa de Construção Metálica e Mista |
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