Research Article
Oct 1965
Random Vibration of a Beam Column
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 91, Issue 5
Abstract
The lateral displacement of a vertical cantilever beam subjected to an axial load acting at the free end and under a random horizontal motion of the clamped end is evaluated. This is one of the beam-column problems on which little work has been done for random loading on random boundary conditions. The axial load is assumed to be less than the fundamental buckling load of the column. For the random motion of the clamped end, a particular form of the random process is considered possibly appropriate for motion resulting from earthquake acceleration. Hence, the problem might be considered as a simplified model of the tower of a suspension bridge under horizontal earthquake acceleration.
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Published In
Journal of the Engineering Mechanics Division
Volume 91 • Issue 5 • October 1965
Pages: 123 - 154
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Oct 1965
Published online: Feb 3, 2021
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Authors
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Masanobu Shinozuka, AM.ASCE
Assoc. Prof. of Civ. Engrg., Columbia Univ., New York, N. Y.
L. Henry, AM.ASCE
Research Engr., The Port of New York Authority, New York, N. Y.
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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.