Analysis of Structures by Combining Redundantsby Peter P. Gillis,
Kurt H. Gerstle,
Serial Information: Journal of the Structural Division, 1961, Vol. 87, Issue 1, Pg. 41-56
Document Type: Journal Paper
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.
Subject Headings: Structural analysis | Elastic analysis | Columns
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