Research Article
Jan 1962
Dynamic Response of Elasto-Plastic Frames
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 127, Issue 2
Abstract
This paper presents the results of an analytical investigation involving a single mass system that has an idealized elasto-plastic resistance deformation relationship and that is subjected to the ground motion measured by the United States Coast and Geodetic Survey during the May 1940 El Centro earthquake. The basic parameters that are varied in this investigation are the natural period, ultimate strength, and damping of the system. All results are presented in the form of graphs showing the maximum dynamic response of the system during the simulated earthquake input plotted against natural period for various combinations of ultimate strength and damping.
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Published In
Transactions of the American Society of Civil Engineers
Volume 127 • Issue 2 • January 1962
Pages: 1 - 14
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© 1962 American Society of Civil Engineers.
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Published in print: Jan 1962
Published online: Feb 10, 2021
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Authors
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Joseph Penzien, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of California, Berkeley, 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.