Research Article
Jan 1962
Analysis of Structures by Combining Redundants
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 127, Issue 2
Abstract
A method of analysis of elastic structures that avoids the solution of large systems of simultaneous equations is examined. This method is applicable to structures of any type or degree of indeterminacy and, in special cases, reduces to the well known elastic center and column analogy methods. The underlying theory is presented, its use is indicated by examples, its physical meaning is discussed, and its relation to the better known special methods is shown.
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Published In
Transactions of the American Society of Civil Engineers
Volume 127 • Issue 2 • January 1962
Pages: 349 - 364
Copyright
© 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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Peter P. Gillis
Research Asst., Brown Univ., Providence, R. I.
Kurt H. Gerstle, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Colorado, Boulder, Colo.
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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.
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