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Review paper

OPTIMAL STRUCTURAL DESIGN OF REINFORCED CONCRETE STRUCTURES – REVIEW OF EXISTING SOLUTIONS CONSIDERING APPLICABILITY ASPECT

By
Aleksandar Milajić ,
Aleksandar Milajić

Faculty of Construction Management, University UNION , Belgrade , Serbia

Goran Pejičić ,
Goran Pejičić

European University , Brcko , Bosnia and Herzegovina

Dejan Beljaković
Dejan Beljaković

Faculty of Construction Management, University UNION , Belgrade , Serbia

Abstract

During the past two decades, rapid advances in information technology have improved the accuracy and capabilities of optimization techniques. Unfortunately, great number of optimization methods in civil engineering has not found implementation in practice, mainly because the problems were treated only from mathematical point of view, disregarding applicability of obtained solutions in reality. Since the aim of any optimization method is developing methodology that would successfully imitate human reasoning, it is necessary to develop adequate approach that would obtain realistic and applicable solutions. This paper provides basic facts of the optimal reinforced structures design, problem classification, mathematic definition and applicability aspect, as well as preview of methods and references available in the literature.

References

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Chou T. Optimum reinforced concrete T-beam sections. J Struct Div. 1977;103(8):1605–17.
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Kirsch U. Multilevel optimum design of reinforced concrete structures. Eng Optimiz. 1983;6(4):207–12.
5.
Lakshmanan N, Parameswaran VS. Minimum weight design of reinforced concrete sections for flexure. IE (I) J. 1985;66:92–8.

Citation

This is an open access article distributed under the  Creative Commons Attribution Non-Commercial License (CC BY-NC) License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. 

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