Research Article
Jun 1973
Optimum Design of Prestressed Plates
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VIEW THE REPLYAuthor: Uri KirschAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 6
Abstract
Optimum design of prestressed plates subjected to multiple load conditions is formulated as a mathematical programming problem. Design variables represent plate thickness, prestressing forces, and configuration and location of tendons. Using the method of equivalent load for analysis, all the constraints are expressed explicitly as functions of the variables. Based on a transformation of variables, the design problem for a given tendon configuration or tendon location is formulated with linear constraints. In the design for minimum plate thickness or minimum prestressing forces the objective function is transformed into a linear form and the problem is reduced to linear programming. Numerical examples demonstrate the application of this method.
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Published In
Journal of the Structural Division
Volume 99 • Issue 6 • June 1973
Pages: 1075 - 1090
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jun 1973
Published online: Feb 1, 2021
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Uri Kirsch
Sr. Leet., Faculty of Civ. Engrg., Technion-Israel Inst. of Tech., Haifa, Israel
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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.