Serdar ULUSOY
(Türk-Alman Üniversitesi, İnşaat Mühendisliği Bölümü, İstanbul, Türkiye)
Aylin Ece KAYABEKİR
(İstanbul Üniversitesi, İnşaat Mühendisliği Bölümü,İstanbul, Türkiye)
Gebrail BEKDAŞ
(İstanbul Üniversitesi, İnşaat Mühendisliği Bölümü,İstanbul, Türkiye)
Sinan Melih NİGDELİ
(İstanbul Üniversitesi, İnşaat Mühendisliği Bölümü,İstanbul, Türkiye)
Yıl: 2020Cilt: 11Sayı: 2ISSN: 2548-0928 / 2548-0928Sayfa Aralığı: 26 - 30İngilizce

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Metaheuristic algorithms in optimum design of reinforced concrete beam by investigating strength of concrete
The locations of structural members can be provided according to architectural pro-jects in the design of reinforced concrete (RC) structures. The design of dimensions isthe subject of civil engineering, and these designs are done according to the expe-rience of the designer by considering the regulation suggestions, but these dimen-sions and the required reinforcement plan may not be optimum. For that reason, the dimensions and detailed reinforcement design of RC structures can be found by using optimization methods. To reach optimum results, metaheuristic algorithms can be used. In this study, several metaheuristic algorithms such as harmony search, bat al-gorithm and teaching learning-based optimization are used in the design of several RC beams for cost minimization. The optimum results are presented for different strength of concrete. The results show that using high strength material for high flex-ural moment capacity has lower cost than low stretch concrete since doubly rein-forced design is not an optimum choice. The results prove that a definite metaheuris-tic algorithm cannot be proposed for the best optimum design of an engineering problem. According to the investigation of compressive strength of concrete, it can be said that a low strength material are optimum for low flexural moment, while a high strength material may be the optimum one by the increase of the flexural mo-ment as expected.
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