Research Article
Aug 1966

Ultimate Load Capacity of Arch Dams

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Publication: Journal of the Engineering Mechanics Division
Volume 92, Issue 4

Abstract

Mathematical programming techniques are applied to obtain a lower bound, as large as possible, for estimating the load capacity of arch dams. The method is based on the theorem of statically admissible field for plastic materials. Application of the technique to four dam models shows good agreement between the numerical and experimental results.

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Journal of the Engineering Mechanics Division
Volume 92Issue 4August 1966
Pages: 21 - 43

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Published in print: Aug 1966
Published online: Feb 3, 2021

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Jorge I. Bustamante, M.ASCE
Research Prof., Inst. de Ingenieria, Natl. Univ. of Mexico, Mexico, D. F., Mex.
Emilio Rosenblueth, M.ASCE
Dir., Inst. de ingenieria, Natl. Univ. of Mexico, Mexico, D. F., Mex.

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