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dc.contributor.authorBradshaw, Joel Clintonen
dc.date.accessioned2014-03-14T21:36:45Zen
dc.date.available2014-03-14T21:36:45Zen
dc.date.issued1975-05-05en
dc.identifier.otheretd-06022010-020124en
dc.identifier.urihttp://hdl.handle.net/10919/42833en
dc.description.abstractThe results obtained from the nonlinearly elastic, geometrically linear beam-column are almost identical to the results obtained by the method of Gurfinkel and Robinson [6] within the linear range of the stress-strain curve. When the displacements become large, the Gurfinkel and Robinson routine tends to give higher estimates of the strain state of the section being analysed as compared to the results via the finite element model. Changing the number of integration points seems to have a stronger effect on the results than refining the mesh.en
dc.format.extent108 leavesen
dc.format.mediumBTDen
dc.format.mimetypeapplication/pdfen
dc.publisherVirginia Techen
dc.relation.isformatofOCLC# 39010857en
dc.relation.haspartLD5655.V855_1975.B73.pdfen
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subjectload bearing modelsen
dc.subject.lccLD5655.V855 1975.B73en
dc.titleNonlinear analysis of plane framesen
dc.typeThesisen
dc.contributor.departmentCivil Engineeringen
dc.description.degreeMaster of Scienceen
thesis.degree.nameMaster of Scienceen
thesis.degree.levelmastersen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.disciplineCivil Engineeringen
dc.contributor.committeechairHolzer, Siegfried M.en
dc.contributor.committeememberWalker, Richard D.en
dc.contributor.committeememberSomers, Arnold E. Jr.en
dc.type.dcmitypeTexten
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-06022010-020124/en
dc.date.sdate2010-06-02en
dc.date.rdate2010-06-02en
dc.date.adate2010-06-02en


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