Research Article
Feb 1966
Equilibrium Method for Limit Calculation of Frames
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 92, Issue 1
Abstract
Starting from the requirement that a hinge within a member must occur at a point of local maximum bending moment, it is shown that suitable equilibrium equations may replace differentiation of the mechanism equation for a frame. This is similar to the equilibrium method of yield line theory for slabs. There is considerable freedom of technique in establishing equations. Several examples are presented to explore the approach. A comparison is made with the standard approach wherever necessary.
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Published In
Journal of the Engineering Mechanics Division
Volume 92 • Issue 1 • February 1966
Pages: 169 - 181
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Feb 1966
Published online: Feb 3, 2021
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Authors
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Douglas H. Clyde
Senior Lecturer in Civ. Engrg., Univ. of Melbourne, Melbourne, Australia.
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