Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints

Detalhes bibliográficos
Autor(a) principal: Nogueiro, Pedro
Data de Publicação: 2009
Outros Autores: Silva, Luís Simões, Bento, Rita, Simões, Rui
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10198/4455
Resumo: Composite joints, considering the composite action of steel and concrete, exhibit, in general, high strength and high ductility. As a consequence, the use of this type of joint has been increasing in many countries, especially in those that are located in earthquake-prone regions. In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic response of steel and composite joints. Secondly, the computer implementation and adaptation of the model in a spring element within the computer code Seismosoft is described. The model is subsequently calibrated using a series of experimental test results for composite joints subjected to cyclic loading. Finally, typical parameters for the various joint configurations are proposed.
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spelling Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite jointsJoint modelSeismic behaviourDynamic behaviourComponent methodComposite structuresComposite joints, considering the composite action of steel and concrete, exhibit, in general, high strength and high ductility. As a consequence, the use of this type of joint has been increasing in many countries, especially in those that are located in earthquake-prone regions. In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic response of steel and composite joints. Secondly, the computer implementation and adaptation of the model in a spring element within the computer code Seismosoft is described. The model is subsequently calibrated using a series of experimental test results for composite joints subjected to cyclic loading. Finally, typical parameters for the various joint configurations are proposed.Financial support from the Portuguese Ministry of Science, Technology and Higher Education (Ministério da Ciência, Tecnologia e Ensino Superior) under contract grants from PRODEP III (5.3), for Pedro Nogueiro, Foundation of Science and Technology through POCI/ECM/55783/2004 and FEDER through INTERREG-III-A (project RTCT-B-Z-/SP2.P18) is gratefully acknowledged. The assistance provided by Seismosoft, is also most (http://www.seismosoft.com). The supply of the data files from experimental tests by D. Dubina and R. Liew is warmly thanked.Techno-PressBiblioteca Digital do IPBNogueiro, PedroSilva, Luís SimõesBento, RitaSimões, Rui2011-05-23T10:31:44Z20092009-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10198/4455engNogueiro, Pedro; Simões da Silva, Luís; Bento, Rita; Simões, Rui (2009). Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints. Steel and Composite Structures. ISSN 1229-9367. 9:1, p. 39-581229-9367info: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:RCAAP2023-11-21T10:11:35Zoai:bibliotecadigital.ipb.pt:10198/4455Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T22:57:04.413329Repositório 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 Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints
title Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints
spellingShingle Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints
Nogueiro, Pedro
Joint model
Seismic behaviour
Dynamic behaviour
Component method
Composite structures
title_short Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints
title_full Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints
title_fullStr Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints
title_full_unstemmed Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints
title_sort Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints
author Nogueiro, Pedro
author_facet Nogueiro, Pedro
Silva, Luís Simões
Bento, Rita
Simões, Rui
author_role author
author2 Silva, Luís Simões
Bento, Rita
Simões, Rui
author2_role author
author
author
dc.contributor.none.fl_str_mv Biblioteca Digital do IPB
dc.contributor.author.fl_str_mv Nogueiro, Pedro
Silva, Luís Simões
Bento, Rita
Simões, Rui
dc.subject.por.fl_str_mv Joint model
Seismic behaviour
Dynamic behaviour
Component method
Composite structures
topic Joint model
Seismic behaviour
Dynamic behaviour
Component method
Composite structures
description Composite joints, considering the composite action of steel and concrete, exhibit, in general, high strength and high ductility. As a consequence, the use of this type of joint has been increasing in many countries, especially in those that are located in earthquake-prone regions. In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic response of steel and composite joints. Secondly, the computer implementation and adaptation of the model in a spring element within the computer code Seismosoft is described. The model is subsequently calibrated using a series of experimental test results for composite joints subjected to cyclic loading. Finally, typical parameters for the various joint configurations are proposed.
publishDate 2009
dc.date.none.fl_str_mv 2009
2009-01-01T00:00:00Z
2011-05-23T10:31:44Z
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/10198/4455
url http://hdl.handle.net/10198/4455
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Nogueiro, Pedro; Simões da Silva, Luís; Bento, Rita; Simões, Rui (2009). Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints. Steel and Composite Structures. ISSN 1229-9367. 9:1, p. 39-58
1229-9367
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 Techno-Press
publisher.none.fl_str_mv Techno-Press
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
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