Research Article
Jan 1962
Digital Computers for Trial-Load Analysis of Arch Dams
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 127, Issue 3
Abstract
Stress analysis of concrete dams is another of the ever-growing list of engineering problems that can be expedited by the use of electronic computers. The use of the “trial-load method” has been restricted due to the time-consuming, laborious computations that were required. The programming of many of these operations for an electronic computer results in a saving of time and costs, making this method of analysis more effective in the design of arch dams.
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© 1962 American Society of Civil Engineers.
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Published in print: Jan 1962
Published online: Feb 10, 2021
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L. R. Scrivner
Special Tech. Asst., Stress Analysis Unit, Concrete Dams Sect., Div. of Design, Bur. of Reclamation, U.S. Dept. of the Interior, Denver, 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.