Show simple item record

FieldValueLanguage
dc.contributor.authorTrahair, Nicholas S.
dc.contributor.authorRasmussen, Kim J.R.
dc.date.accessioned2020-11-23
dc.date.available2020-11-23
dc.date.issued2004en_AU
dc.identifier.urihttps://hdl.handle.net/2123/23933
dc.description.abstractThis paper is concerned with the elastic flexural-torsional buckling of concentrically loaded columns with oblique eccentric restraints. Oblique flexural restraints may resist deflections as well as flexural rotations, while torsional restraints may resist twist rotations and warping. Flexural restraints may act at the shear centre or may be eccentric. Restraints may be concentrated at points along a column or distributed along portions of its length, and may be rigid or elastic. Oblique flexural restraints cause coupling between the principal axis deflections and rotations, while eccentric flexural restraints cause coupling between the principal axis deflections and rotations and the twist rotations and warping displacements. The general buckling mode involves simultaneous bending about both principal axes and torsion. This paper discusses the nature of oblique eccentric restraints, summarises their finite element analysis, presents examples of their effects on the elastic buckling of columns, and demonstrates the design of columns with oblique eccentric restraints.en_AU
dc.language.isoenen_AU
dc.publisherSchool of Civil Engineering, The University of Sydneyen_AU
dc.rightsCopyright All Rights Reserveden_AU
dc.subjectCivil Engineeringen_AU
dc.subjectBucklingen_AU
dc.subjectColumnsen_AU
dc.subjectDesignen_AU
dc.subjectElasticityen_AU
dc.subjectRestraintsen_AU
dc.subjectSteelen_AU
dc.titleFlexural-Torsional Buckling of Columns with Oblique Eccentric Restraints (No. R841)en_AU
dc.typeReport, Researchen_AU
dc.subject.asrc0905 Civil Engineeringen_AU
dc.rights.otherThis publication may be redistributed freely in its entirety and in its original form without the consent of the copyright owner. Use of material contained in this publication in any other published works must be appropriately referenced, and, if necessary, permission sought from the author.en_AU
usyd.facultyFaculty of Engineering, School of Civil Engineeringen_AU
usyd.departmentCentre for Advanced Structural Engineeringen_AU
workflow.metadata.onlyNoen_AU


Show simple item record

Associated file/s

Associated collections

Show simple item record

There are no previous versions of the item available.