Publication: ABC, TLBO, TLABC ve FDB-TLABC algoritmalarının betonarme sürekli kirişlerin optimizasyonu üzerindeki başarımı
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Date
2024-03-04
Authors
Authors
Öztürk, Hasan Tahsin
Temiz, Sebahat
Journal Title
Journal ISSN
Volume Title
Publisher
Bursa Uludağ Üniversitesi
Abstract
Bu çalışmada ilk olarak, betonarme sürekli kirişlerin detaylı tasarımlarının minimum maliyetle yapılabileceği bir süreç tasarlanmıştır. Ardından bu problem üzerinde FDB-TLABC, TLABC, TLBO ve ABC algoritmalarının performansları değerlendirilmiştir. Bu amaçlarla öncelikle Türk betonarme standardı ve deprem yönetmeliği dikkate alınarak optimizasyon problemi oluşturulmuştur. Bir, iki ve üç açıklıklı kiriş örneklerinden oluşan bir problem takımı hazırlanmıştır. Bu problem takımı üzerinde yapılan testlerden algoritmaların optimum sonuca ulaşma performansları ile belirlenen makul çözümlere ulaşma süreleri ve başarıları belirlenmiştir. Optimum sonuca ulaşmada, TLABC ve FDB-TLABC algoritmalarının en başarılı algoritmalar olduğu görülmüştür. Kararlılık analizinden, TLABC algoritmasının en yüksek kararlılığa ve hıza sahip olduğu görülmüştür.
In this study, firstly, a process by which detailed designs of RC continuous beams can be made with minimum cost was designed. Then, the performances of the FDB-TLABC, TLABC, TLBO, and ABC algorithms on this problem were evaluated. For these purposes, first, the optimization problem was created by taking into account the Turkish reinforced concrete standard and earthquake regulations. A problem set consisting of one, two, and three-span beam samples was prepared. From the tests carried out on this problem set, the performance of the algorithms to reach the optimal result and the time to reach feasible solutions and their success were determined. It was seen that the TLABC and FDB-TLABC algorithms are the most successful in reaching the optimum result. From the stability analysis, it was seen that the TLABC algorithm has the highest stability and speed.
In this study, firstly, a process by which detailed designs of RC continuous beams can be made with minimum cost was designed. Then, the performances of the FDB-TLABC, TLABC, TLBO, and ABC algorithms on this problem were evaluated. For these purposes, first, the optimization problem was created by taking into account the Turkish reinforced concrete standard and earthquake regulations. A problem set consisting of one, two, and three-span beam samples was prepared. From the tests carried out on this problem set, the performance of the algorithms to reach the optimal result and the time to reach feasible solutions and their success were determined. It was seen that the TLABC and FDB-TLABC algorithms are the most successful in reaching the optimum result. From the stability analysis, it was seen that the TLABC algorithm has the highest stability and speed.
Description
Keywords
Betonarme sürekli kiriş, Optimizasyon, Sezgisel algoritmalar, RC continuous beam, Optimization, Metaheuristic algorithms
Citation
Öztürk, H. T. ve Temiz, S. (2024). ''ABC, TLBO, TLABC ve FDB-TLABC algoritmalarının betonarme sürekli kirişlerin optimizasyonu üzerindeki başarımı''. Uludağ Üniversitesi Mendislik Fakültesi Dergisi, 29(1). 205-224.