Research Article
Sep 1956
Response of a Rigid Frame to a Distributed Transient Load
Publication: Journal of the Structural Division
Volume 82, Issue 5
Abstract
In this paper, a method for analyzing the response of a rigid frame structure subjected to a distributed lateral load of a transient nature is presented. The structure is studied from the standpoint that it is a continuous system having a distributed mass. Time dependent relations for deflection and moment are developed and these quantities are computed for one example.
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Published In
Journal of the Structural Division
Volume 82 • Issue 5 • September 1956
Pages: 1056-1 - 1056-23
Copyright
© 1956 American Society of Civil Engineers.
History
Published in print: Sep 1956
Published online: Feb 1, 2021
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Authors
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R. C. deHart, M.ASCE
Structural Research Analyst, Armed Forces Special Weapons Project, U. S. Dept. of Defense, Washington, D. C.
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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.