Research Article
Aug 1960
Digital Computers for Trial-Load Analysis of Arch Dams
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VIEW THE REPLYAbstract
In stress analysis of concrete dams use of trial-load method means time-consuming, laborious computations; programming of these operations for electronic computer results in saving of time and costs, making this method of analysis more effective in design of arch dams; table gives summary of arch data prepared for use in trial-load studies and amount of machine time which is required for each type of analysis.
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Information
Published In
Journal of the Power Division
Volume 86 • Issue 4 • August 1960
Pages: 1 - 12
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Aug 1960
Published online: Feb 11, 2021
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Authors
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L. R. Scrivner
Head, Stress Analysis Unit, Concrete Dams Section, Division of Design, Bureau of Reclamation, Denver, Colo.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.