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dc.creatorSekulović, M
dc.creatorSalatić, Ratko
dc.date.accessioned2019-04-19T14:08:50Z
dc.date.available2019-04-19T14:08:50Z
dc.date.issued2001
dc.identifier.issn0045-7949
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/21
dc.description.abstractThe effects of flexibility and eccentricity in the nodal connections of plane frames due to static loading are considered in this paper. A numerical model that includes both nonlinear connection behavior and geometric nonlinearity of the structure is developed. Two types of geometric nonlinear analysis are considered: with and without the bowing effect influence. The stiffness matrix for the beam with flexible eccentric connections is developed based on the analytical solution of the second-order analysis equations. The numerical model presented has the same number of degrees of freedom as the corresponding model in the conventional analysis used for the frames with fully rigid connections.en
dc.publisherElsevier Ltd
dc.rightsrestrictedAccess
dc.sourceComputers & Structures
dc.subjectsteel structuresen
dc.subjectplane frameen
dc.subjectsemi-rigid connectionen
dc.subjecteccentric connectionen
dc.subjectnonlinear analysisen
dc.subjectbowing effecten
dc.titleNonlinear analysis of frames with flexible connectionsen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage1107
dc.citation.issue11
dc.citation.other79(11): 1097-1107
dc.citation.rankM22
dc.citation.spage1097
dc.citation.volume79
dc.identifier.doi10.1016/S0045-7949(01)00004-9
dc.identifier.rcubconv_1407
dc.identifier.scopus2-s2.0-0035309576
dc.identifier.wos000168596300003
dc.type.versionpublishedVersion


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