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dc.creatorSekulović, M
dc.creatorSalatić, Ratko
dc.creatorNefovska-Danilović, Marija
dc.date.accessioned2019-04-19T14:09:04Z
dc.date.available2019-04-19T14:09:04Z
dc.date.issued2002
dc.identifier.issn0045-7949
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/32
dc.description.abstractThis paper deals with the effects of flexibility and damping in the nodal connections on the dynamic behavior of plane steel frames, A flexible eccentric connection is idealized by nonlinear rotational spring and dashpot in parallel. Thus, the effects of viscous and hysteretic damping on dynamic response of frame structures are taken into consideration. A numerical model that includes both nonlinear connection behavior and geometric nonlinearity of the structure is developed. The complex dynamic stiffness matrix for the beam with flexible connections and linear viscous dampers at its ends is obtained. Several examples are included to illustrate the efficiency and accuracy of the present model.en
dc.publisherElsevier Ltd
dc.rightsrestrictedAccess
dc.sourceComputers & Structures
dc.subjectsteel frameden
dc.subjectsemi-rigid connectionen
dc.subjectnonlinear dynamic analysisen
dc.titleDynamic analysis of steel frames with flexible connectionsen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage955
dc.citation.issue11
dc.citation.other80(11): 935-955
dc.citation.rankM21
dc.citation.spage935
dc.citation.volume80
dc.identifier.doi10.1016/S0045-7949(02)00058-5
dc.identifier.rcubconv_1427
dc.identifier.scopus2-s2.0-0036574166
dc.identifier.wos000176644700003
dc.type.versionpublishedVersion


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