Buckling of tapered columns under combined axial load and end moment

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dc.contributor.advisorAustin, Walter J.
dc.contributor.committeeMemberSims, James R.
dc.contributor.committeeMemberJacobson, Warren
dc.creatorWu, Julian Juh-ren
dc.date.accessioned2016-04-21T12:01:59Z
dc.date.available2016-04-21T12:01:59Z
dc.date.issued1962
dc.description.abstractThis study is concerned with the elastic buckling strength of a simply—supported tapered I—column subjected to uniform axial compression and end moments which are proportional to the depth. The governing differential equation are derived and then these equations are solved numerically for a wide range of parameters. The results are presented in three sets of curves. A design procedure for such members is proposed.
dc.format.digitalOriginreformatted digitalen_US
dc.format.extent49 ppen_US
dc.identifier.callnoThesis C.E. 1962 WUen_US
dc.identifier.citationWu, Julian Juh-ren. "Buckling of tapered columns under combined axial load and end moment." (1962) Master’s Thesis, Rice University. <a href="https://hdl.handle.net/1911/89256">https://hdl.handle.net/1911/89256</a>.
dc.identifier.digitalRICE0293en_US
dc.identifier.urihttps://hdl.handle.net/1911/89256
dc.language.isoeng
dc.rightsCopyright is held by the author, unless otherwise indicated. Permission to reuse, publish, or reproduce the work beyond the bounds of fair use or other exemptions to copyright law must be obtained from the copyright holder.
dc.titleBuckling of tapered columns under combined axial load and end moment
dc.typeThesis
dc.type.materialText
thesis.degree.departmentChemical and Biomolecular Engineering
thesis.degree.disciplineEngineering
thesis.degree.grantorRice University
thesis.degree.levelMasters
thesis.degree.nameMaster of Science
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