Research Article
Mar 1967
Collapse and Shakedown Loads of Plane Frames
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 93, Issue 3
Abstract
A simple and efficient method of directly calculating the shakedown load of a framed structure is presented. The method does not require iteration or trial and error and is fundamentally different from previous approaches to the problem. The equations are developed in matrix form and are particularly suitable for automatic computation using an electronic digital computer. The method allows the calculation of the static collapse load as a special case. An allowance for frame instability may be made in either of the above calculations without significantly complicating the analysis. A computer program has been developed to perform this analysis and results obtained are considered.
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Published In
Journal of the Structural Division
Volume 93 • Issue 3 • March 1967
Pages: 35 - 50
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Mar 1967
Published online: Feb 1, 2021
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Authors
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J. Michael Davies
Engr., Ove Arup and Partners, Edinburgh, Scotland
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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.