Research Article
Feb 1971
Experimental Study of Lateral Buckling of Arches
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 97, Issue 2
Abstract
An experimental investigation was conducted to obtain lateral buckling loads of parabolic and circular arches subject to either uniform vertical or uniform tilt loading, or both. Free standing and restrained arches with either fixed or hinged end supports were tested. A comparison is made between experimentally and theoretically obtained buckling loads for 20 different arch tests with fair to good agreement. The investigation provides additional verification of theoretical solutions based on a linear buckling theory.
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Published In
Journal of the Structural Division
Volume 97 • Issue 2 • February 1971
Pages: 545 - 559
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Feb 1971
Published online: Feb 1, 2021
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Authors
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Frank J. Tokarz, AM.ASCE
Mech. Engr., Lawrence Radiation Lab., Livermore, Calif.
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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.