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ReserarchID
N2HMG
Crossref Journal DOI 10.17406/gjre
Print ISSN 0975-5861
e-ISSN 2249-4596
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Optimization techniques play an important role in structural design, the very purpose of which is to find the best ways so that a designer or a decision maker can derive a maximum benefit from the available resources. This paper describes a new reinforced concrete reservoirs optimization with artificial bee colony algorithm base on durable structure for three major filed as theoretical, practical, and using prismatic stiffeners in shell elements of structure according to the modeling and design philosophy. In this research, firstly, the elements of RCR shells are typed according to the performed analysis; then the range of membrane thickness and the minimum and maximum cross section of consumed bar are determined on the maximum stress. In next phase, based on RCR analysis and using the algorithm of PARIS connector, the related information are combined with the code for ABC algorithm to determine the optimum thickness of cross sections for RCR membrane elements and the optimum cross section of consumed bars.
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