Research Article
Apr 1963
Dynamic Nonlinear Response of Reinforced Concrete Arches
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 89, Issue 4
Abstract
A set of nonlinear differential and algebraic equations and boundary conditions governing the behavior of two-hinged, reinforced-concrete, circular arches under dynamic loads is formulated. These equations are first nondimensionalized and the differential equations are converted into difference equations. A numerical method is developed to solve these governing equations and predict the ultimate loads. A digital computer program for the IBM 7090 computer is prepared to handle the extensive computations involved in this method.
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Information
Published In
Journal of the Structural Division
Volume 89 • Issue 4 • April 1963
Pages: 225 - 248
Copyright
© 1963 American Society of Civil Engineers.
History
Published in print: Apr 1963
Published online: Feb 1, 2021
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Authors
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Vijay N. Gupchup, AM.ASCE
Design Engr., Bechtel Corporation, San Francisco, Calif.; formerly, Research Asst., Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
John M. Biggs, M.ASCE
Assoc. Prof. of Structural Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
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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.