Research Article
Oct 1959
Matrix Solution of Beams with Variable Moments of Inertia
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 85, Issue 8
Abstract
Using finite differences and matrix algebra, new formulas are developed which permit direct computation of bending moments, moment influence coefficients, deflections, and deflection influence coefficients of simply supported beams with variable moments of inertia; formulas are explicit in desired quantities and especially suitable for use in digital computer programs.
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Published In
Journal of the Structural Division
Volume 85 • Issue 8 • October 1959
Pages: 1 - 14
Copyright
© 1959 American Society of Civil Engineers.
History
Published in print: Oct 1959
Published online: Feb 1, 2021
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Authors
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Ming L. Pei, M.ASCE
Associate Prof., The City College, New York, N.Y.
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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.