Research Article
Jun 1964
Dynamic Plastic Analysis of Steel Frames
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 90, Issue 3
Abstract
The behavior of a rigid portal frame subjected to a pulse of loading is analyzed, making the assumption that the material has rigid-plastic characteristics. The method is illustrated by an example in which it is shown that a structure may deform in part of its motion with more than one degree of freedom. An examination then is made of the influence on the motion of strain hardening of the material and of large changes of structural geometry.
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Published In
Journal of the Structural Division
Volume 90 • Issue 3 • June 1964
Pages: 265 - 283
Copyright
© 1964 American Society of Civil Engineers.
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Published in print: Jun 1964
Published online: Feb 1, 2021
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Authors
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Barry Rawlings
Senior Lecturer in Civ. Engrg., Univ. of Sydney, Sydney, N. S. W., Australia
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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.