Research Article
May 1972
Lateral-Torsional Buckling of Parabolic Arches
Publication: Journal of the Structural Division
Volume 98, Issue 5
Abstract
Equations were derived which govern the lateral-torsional buckling of parabolic arches. Buckling loads were obtained for a uniform applied loading. Both free-standing and crown restrained arches with fixed and hinged end support were considered. A comparison was made, wherever possible, between some of the buckling loads calculated and existing theoretical and experimental loads. Good agreement was evidenced.
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Published In
Journal of the Structural Division
Volume 98 • Issue 5 • May 1972
Pages: 1161 - 1179
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: May 1972
Published online: Feb 1, 2021
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Authors
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Frank J. Tokarz, M.ASCE
Mechanical Engineer; Lawrence Livermore Lab., Livermore, C.A.
Raghbir S. Sandhu, M.ASCE
Aerospace Engr., Air Force Flight Dynamics Lab., Wright-Patterson Air Force Base, O.H.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.