Research Article
Jan 1961

Matrix Formulation of Folded Plate Equations

Publication: Transactions of the American Society of Civil Engineers
Volume 126, Issue 2

Abstract

An analytical procedure, utilizing matrix algebra, is developed for determining longitudinal stresses, transverse moments, and vertical deflections in folded plate structures. The procedure provides an efficient and systematic method for analyzing structures of this type. The sequence of matrix operations can be readily programmed for a digital computer having available matrix subroutines. A sequence which has been programmed for the IBM 704 digital computer is described.

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Go to Transactions of the American Society of Civil Engineers
Transactions of the American Society of Civil Engineers
Volume 126Issue 2January 1961
Pages: 579 - 600

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Published in print: Jan 1961
Published online: Feb 10, 2021

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A. C. Scordelis, M.ASCE
Assoc. Prof., Civ. Engrg., Univ. of California, Berkeley, Calif.

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