In situ measured cross section geometry of old timber structures and its influence on structural safety

Detalhes bibliográficos
Autor(a) principal: Lourenço, Paulo B.
Data de Publicação: 2013
Outros Autores: Sousa, Hélder S., Brites, Ricardo D., Neves, L. C.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/24581
Resumo: Old timber structures may show significant variation in the cross section geometry along the same element, as a result of both construction methods and deterioration. As consequence, the definition of the geometric parameters in situ may be both time consuming and costly. This work presents the results of inspections carried out in different timber structures. Based on the obtained results, different simplified geometric models are proposed in order to efficiently model the geometry variations found. Probabilistic modelling techniques are also used to define safety parameters of existing timber structures, when subjected to dead and live loads, namely self-weight and wind actions. The parameters of the models have been defined as probabilistic variables, and safety of a selected case study was assessed using the Monte Carlo simulation technique. Assuming a target reliability index, a model was defined for both the residual cross section and the time dependent deterioration evolution. As a consequence, it was possible to compute probabilities of failure and reliability indices, as well as, time evolution deterioration curves for this structure. The results obtained provide a proposal for definition of the cross section geometric parameters of existing timber structures with different levels of decay, using a simplified probabilistic geometry model and considering a remaining capacity factor for the decayed areas. This model can be used for assessing the safety of the structure at present and for predicting future performance.
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spelling In situ measured cross section geometry of old timber structures and its influence on structural safetyTimber structuresGeometry modelsStructural reliabilityBiological decayScience & TechnologyOld timber structures may show significant variation in the cross section geometry along the same element, as a result of both construction methods and deterioration. As consequence, the definition of the geometric parameters in situ may be both time consuming and costly. This work presents the results of inspections carried out in different timber structures. Based on the obtained results, different simplified geometric models are proposed in order to efficiently model the geometry variations found. Probabilistic modelling techniques are also used to define safety parameters of existing timber structures, when subjected to dead and live loads, namely self-weight and wind actions. The parameters of the models have been defined as probabilistic variables, and safety of a selected case study was assessed using the Monte Carlo simulation technique. Assuming a target reliability index, a model was defined for both the residual cross section and the time dependent deterioration evolution. As a consequence, it was possible to compute probabilities of failure and reliability indices, as well as, time evolution deterioration curves for this structure. The results obtained provide a proposal for definition of the cross section geometric parameters of existing timber structures with different levels of decay, using a simplified probabilistic geometry model and considering a remaining capacity factor for the decayed areas. This model can be used for assessing the safety of the structure at present and for predicting future performance.Fundação para a Ciência e a Tecnologia (FCT)SpringerUniversidade do MinhoLourenço, Paulo B.Sousa, Hélder S.Brites, Ricardo D.Neves, L. C.2013-072013-07-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/24581engLourenço, P. B., Sousa, H. S., Brites, R. D., & Neves, L. C. (2013). In situ measured cross section geometry of old timber structures and its influence on structural safety. Materials and Structures 46 (7), 1193-1208. doi: 10.1617/s11527-012-9964-51359-599710.1617/s11527-012-9964-5http://link.springer.com/article/10.1617%2Fs11527-012-9964-5#info: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:RCAAP2023-07-21T12:34:50Zoai:repositorium.sdum.uminho.pt:1822/24581Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:30:35.087837Repositório 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 In situ measured cross section geometry of old timber structures and its influence on structural safety
title In situ measured cross section geometry of old timber structures and its influence on structural safety
spellingShingle In situ measured cross section geometry of old timber structures and its influence on structural safety
Lourenço, Paulo B.
Timber structures
Geometry models
Structural reliability
Biological decay
Science & Technology
title_short In situ measured cross section geometry of old timber structures and its influence on structural safety
title_full In situ measured cross section geometry of old timber structures and its influence on structural safety
title_fullStr In situ measured cross section geometry of old timber structures and its influence on structural safety
title_full_unstemmed In situ measured cross section geometry of old timber structures and its influence on structural safety
title_sort In situ measured cross section geometry of old timber structures and its influence on structural safety
author Lourenço, Paulo B.
author_facet Lourenço, Paulo B.
Sousa, Hélder S.
Brites, Ricardo D.
Neves, L. C.
author_role author
author2 Sousa, Hélder S.
Brites, Ricardo D.
Neves, L. C.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Lourenço, Paulo B.
Sousa, Hélder S.
Brites, Ricardo D.
Neves, L. C.
dc.subject.por.fl_str_mv Timber structures
Geometry models
Structural reliability
Biological decay
Science & Technology
topic Timber structures
Geometry models
Structural reliability
Biological decay
Science & Technology
description Old timber structures may show significant variation in the cross section geometry along the same element, as a result of both construction methods and deterioration. As consequence, the definition of the geometric parameters in situ may be both time consuming and costly. This work presents the results of inspections carried out in different timber structures. Based on the obtained results, different simplified geometric models are proposed in order to efficiently model the geometry variations found. Probabilistic modelling techniques are also used to define safety parameters of existing timber structures, when subjected to dead and live loads, namely self-weight and wind actions. The parameters of the models have been defined as probabilistic variables, and safety of a selected case study was assessed using the Monte Carlo simulation technique. Assuming a target reliability index, a model was defined for both the residual cross section and the time dependent deterioration evolution. As a consequence, it was possible to compute probabilities of failure and reliability indices, as well as, time evolution deterioration curves for this structure. The results obtained provide a proposal for definition of the cross section geometric parameters of existing timber structures with different levels of decay, using a simplified probabilistic geometry model and considering a remaining capacity factor for the decayed areas. This model can be used for assessing the safety of the structure at present and for predicting future performance.
publishDate 2013
dc.date.none.fl_str_mv 2013-07
2013-07-01T00:00:00Z
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/1822/24581
url http://hdl.handle.net/1822/24581
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Lourenço, P. B., Sousa, H. S., Brites, R. D., & Neves, L. C. (2013). In situ measured cross section geometry of old timber structures and its influence on structural safety. Materials and Structures 46 (7), 1193-1208. doi: 10.1617/s11527-012-9964-5
1359-5997
10.1617/s11527-012-9964-5
http://link.springer.com/article/10.1617%2Fs11527-012-9964-5#
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 Springer
publisher.none.fl_str_mv Springer
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
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collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
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