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Influence of joint slippage on the cyclic response of steel frames

dc.contributor.authorNogueiro, Pedro
dc.date.accessioned2011-05-31T09:49:17Z
dc.date.available2011-05-31T09:49:17Z
dc.date.issued2003
dc.description.abstractSteel joints subjected to cyclic loading whereby the amplitude of the applied forces exceeds the yield strain of one or more of the relevant connection components usually exhibit degradation of its moment-rotation response that eventually leads to failure of the joint. Depending on the actual design of end-plate beam-to-column steel joints, the cyclic response may present slippage. It is the purpose of the present paper to (i) discuss the various hysteretic models available to model steel joints under cyclic loading; (ii) describe a numerical implementation of two such models, with and without slippage, and (iii) compare the cyclic response of two distinct joints (with and without slippage), and (iv) based on a selected test case, assess the influence of slippage on global behaviour of the structure.por
dc.identifier.citationNogueiro, Pedro (2003). Influence of joint slippage on the cyclic response of steel frames. In Proceedings of 9th International Conference on Civil and Structural Engineering Computing, Civil-Comp Press. Stirling, United Kingdom.por
dc.identifier.urihttp://hdl.handle.net/10198/4746
dc.language.isoengpor
dc.publisherB. H. V. in Topping, Civil- Comp press.por
dc.subjectSteel structurespor
dc.subjectSemi-rigid behaviourpor
dc.titleInfluence of joint slippage on the cyclic response of steel framespor
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlaceStirling, United Kingdompor
oaire.citation.title, Proceedings of 9th International Conference on Civil and Structural Engineering Computing, Civil-Comp Presspor
person.familyNameNogueiro
person.givenNamePedro Nuno Gonçalves
person.identifier.orcid0000-0003-1254-776X
person.identifier.scopus-author-id25637783300
rcaap.rightsopenAccesspor
rcaap.typeconferenceObjectpor
relation.isAuthorOfPublication8d4464bf-e531-4492-ac27-3489002b59df
relation.isAuthorOfPublication.latestForDiscovery8d4464bf-e531-4492-ac27-3489002b59df

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