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

2009Journal article Open access
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dc.contributor.authorNogueiro, Pedro
dc.contributor.authorSilva, Luís Simões
dc.contributor.authorBento, Rita
dc.contributor.authorSimões, Rui
dc.date.accessioned2011-05-23T10:31:44Z
dc.date.available2011-05-23T10:31:44Z
dc.date.issued2009
dc.description.abstractComposite 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.por
dc.description.sponsorshipFinancial 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.
dc.identifier.citationNogueiro, 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. 39-58por
dc.identifier.issn1229-9367
dc.identifier.urihttp://hdl.handle.net/10198/4455
dc.language.isoengpor
dc.publisherTechno-Presspor
dc.relationSteel joints under extreme events: behaviour under fire and seismic actions
dc.subjectJoint modelpor
dc.subjectSeismic behaviourpor
dc.subjectDynamic behaviourpor
dc.subjectComponent methodpor
dc.subjectComposite structurespor
dc.titleCalibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite jointspor
dc.typejournal article
dspace.entity.typePublication
oaire.awardTitleSteel joints under extreme events: behaviour under fire and seismic actions
oaire.awardURIinfo:eu-repo/grantAgreement/FCT/POCI/POCI%2FECM%2F55783%2F2004/PT
oaire.citation.endPage58por
oaire.citation.issuevol.9por
oaire.citation.startPage39por
oaire.citation.titleSteel and Composite Structurespor
oaire.fundingStreamPOCI
person.familyNameNogueiro
person.givenNamePedro
person.identifier.orcid0000-0003-1254-776X
person.identifier.scopus-author-id25637783300
project.funder.identifierhttp://doi.org/10.13039/501100001871
project.funder.nameFundação para a Ciência e a Tecnologia
rcaap.rightsopenAccesspor
rcaap.typearticlepor
relation.isAuthorOfPublication8d4464bf-e531-4492-ac27-3489002b59df
relation.isAuthorOfPublication.latestForDiscovery8d4464bf-e531-4492-ac27-3489002b59df
relation.isProjectOfPublication76744738-465a-4dc0-8b9d-db4cb059df64
relation.isProjectOfPublication.latestForDiscovery76744738-465a-4dc0-8b9d-db4cb059df64

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