Research Article
Oct 1972
Nonstationary Random Column Buckling Problem
Publication: Journal of the Engineering Mechanics Division
Volume 98, Issue 5
Abstract
The buckling of a uniform slender column is considered when the initial deflection shape of the column is an ensemble member of a nonstationary process. The result of this is that the deformation of the column is also a nonstationary random process. The mean square deflection shape is calculated for a particular form of initial deflection autocorrelation function as a function of axial load. The probability of the column midpoint deflection exceeding a number of different values is also calculated and presented.
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Published In
Journal of the Engineering Mechanics Division
Volume 98 • Issue 5 • October 1972
Pages: 1173 - 1182
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Oct 1972
Published online: Feb 3, 2021
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Authors
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Raymond G. Jacquot
Asst. Prof. of Electrical Engrg., Univ. of Wyoming, Laramie, Wyo.
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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.