Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods
Autor(a) principal: | |
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Data de Publicação: | 2015 |
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/1822/38279 |
Resumo: | One of the main motivations for hierarchical modelling is to understand how properties, composition and structure at lower scale levels may influence and be used to predict the material properties at macroscopic and structural engineering scales. Structural timber is, in most cases, characterized by three parameters usually designated as reference properties: density, bending modulus of elasticity and bending strength. The present paper addresses a review on different possibilities for obtaining reliable data about the mechanical behaviour of timber elements by collecting information at different levels and by organizing that information into a hierarchy of sequential levels (from lowest to highest). The applicability and limitations of statistic and probabilistic methods on the prediction and inference of timber’s reference material properties are discussed and exemplified. |
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Onsite assessment of structural timber members by means of hierarchical models and probabilistic methodsBayesian methodshierarchical modellingtimber reference propertiesupdatingHierarchical modelingEngenharia e Tecnologia::Engenharia CivilScience & TechnologyOne of the main motivations for hierarchical modelling is to understand how properties, composition and structure at lower scale levels may influence and be used to predict the material properties at macroscopic and structural engineering scales. Structural timber is, in most cases, characterized by three parameters usually designated as reference properties: density, bending modulus of elasticity and bending strength. The present paper addresses a review on different possibilities for obtaining reliable data about the mechanical behaviour of timber elements by collecting information at different levels and by organizing that information into a hierarchy of sequential levels (from lowest to highest). The applicability and limitations of statistic and probabilistic methods on the prediction and inference of timber’s reference material properties are discussed and exemplified.ElsevierUniversidade do MinhoSousa, Hélder S.Machado, José S.Branco, Jorge M.Lourenço, Paulo B.2015-06-102015-06-10T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/38279eng70. Sousa, H. S., Machado, J. S., Branco, J. M., & Lourenço, P. B. (2015). Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods. Construction and Building Materials. doi: 10.1016/j.conbuildmat.2015.05.1270950-061810.1016/j.conbuildmat.2015.05.127The original publication is available at: http://www.sciencedirect.com/science/article/pii/S0950061815006698info: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:RCAAP2023-07-21T12:13:03Zoai:repositorium.sdum.uminho.pt:1822/38279Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:05:05.254752Repositório 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 |
Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods |
title |
Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods |
spellingShingle |
Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods Sousa, Hélder S. Bayesian methods hierarchical modelling timber reference properties updating Hierarchical modeling Engenharia e Tecnologia::Engenharia Civil Science & Technology |
title_short |
Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods |
title_full |
Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods |
title_fullStr |
Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods |
title_full_unstemmed |
Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods |
title_sort |
Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods |
author |
Sousa, Hélder S. |
author_facet |
Sousa, Hélder S. Machado, José S. Branco, Jorge M. Lourenço, Paulo B. |
author_role |
author |
author2 |
Machado, José S. Branco, Jorge M. Lourenço, Paulo B. |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Sousa, Hélder S. Machado, José S. Branco, Jorge M. Lourenço, Paulo B. |
dc.subject.por.fl_str_mv |
Bayesian methods hierarchical modelling timber reference properties updating Hierarchical modeling Engenharia e Tecnologia::Engenharia Civil Science & Technology |
topic |
Bayesian methods hierarchical modelling timber reference properties updating Hierarchical modeling Engenharia e Tecnologia::Engenharia Civil Science & Technology |
description |
One of the main motivations for hierarchical modelling is to understand how properties, composition and structure at lower scale levels may influence and be used to predict the material properties at macroscopic and structural engineering scales. Structural timber is, in most cases, characterized by three parameters usually designated as reference properties: density, bending modulus of elasticity and bending strength. The present paper addresses a review on different possibilities for obtaining reliable data about the mechanical behaviour of timber elements by collecting information at different levels and by organizing that information into a hierarchy of sequential levels (from lowest to highest). The applicability and limitations of statistic and probabilistic methods on the prediction and inference of timber’s reference material properties are discussed and exemplified. |
publishDate |
2015 |
dc.date.none.fl_str_mv |
2015-06-10 2015-06-10T00:00:00Z |
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/1822/38279 |
url |
http://hdl.handle.net/1822/38279 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
70. Sousa, H. S., Machado, J. S., Branco, J. M., & Lourenço, P. B. (2015). Onsite assessment of structural timber members by means of hierarchical models and probabilistic methods. Construction and Building Materials. doi: 10.1016/j.conbuildmat.2015.05.127 0950-0618 10.1016/j.conbuildmat.2015.05.127 The original publication is available at: http://www.sciencedirect.com/science/article/pii/S0950061815006698 |
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 |
Elsevier |
publisher.none.fl_str_mv |
Elsevier |
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 |
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RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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1799132461811105792 |