SavedAdd your journal

Journals / International Journal of Engineering and Applied Sciences / 2023 / Cilt: 15 Sayı: 1

Optimum Design Of Elastic Continuous Foundations With The Artificial Bee Colony Method

Seda TURAN
İbrahim AYDOĞDU
Engin EMSEN
Pages
36–51
Publication Date
2023-05-03
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The obtained results show that the current algorithm performs well, and lower cost values are obtained in the elastic design.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:The study presents the investigation of the elastic behavior of the soil in the optimal design of continuous foundations according to the rigid solid case.
📊
Key Findings & Data:We used the real-size design example previously used in the literature to test the elastic soil effect and algorithm performance.
💡
Conclusion & Impact:The obtained results show that the current algorithm performs well, and lower cost values are obtained in the elastic design.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:continuous fondation design · elastic line method · optimization

Abstract

The study presents the investigation of the elastic behavior of the soil in the optimal design of continuous foundations according to the rigid solid case. For the investigation, the optimization algorithm that can find optimal section and reinforcement details of continuous foundations has been developed. The developed algorithm uses one of the well-known meta-heuristic methods named the artificial Bee Colony method to find the optimal design. The Winkler spring hypothesis (analytic solution) is used to calculate internal forces and stresses in elastic continuous foundations. We used the real-size design example previously used in the literature to test the elastic soil effect and algorithm performance. The obtained results show that the current algorithm performs well, and lower cost values are obtained in the elastic design.

🔖

Cite This Article

TURAN, S., AYDOĞDU, İ., EMSEN, E. (2023). Optimum Design Of Elastic Continuous Foundations With The Artificial Bee Colony Method. International Journal of Engineering and Applied Sciences, Cilt: 15 Sayı: 1, 36–51. https://ajindex.com/articles/937672

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (14)

  1. Ceranic, B., Fryer, C., Baines, R.W., An application of simulated annealing to the optimum design of reinforced concrete retaining structures. Computers & Structures, 79(17), 1569-1581, 2001.
  2. Yepes, V., Alcala, J., Perea, C., Gonzalez-Vidosa, F., A parametric study of optimum earth-retaining walls by simulated annealing. Engineering Structures, 30(3), 821-830, 2008.
  3. Khajehzadeh, M., Taha, M.R., El-Shafie, A., Eslami, M., Modified particle swarm optimization for optimum design of spread footing and retaining wall. Journal of Zhejiang University-Science A, 12(6), 415-427, 2011.
  4. Kayhan, A.H., Demir, A., Betonarme konsol istinat duvarlarının parçacık sürü optimizasyonu ile optimum tasarımı. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 22(3), 129-135, 2016.
  5. Temur, R., Bekdas, G., Teaching learning-based optimization for design of cantilever retaining walls. Structural Engineering and Mechanics, 57(4), 763-783, 2016.
  6. Molina-Moreno, F., Garcia-Segura, T., Marti, J.V., Yepes, V., Optimization of buttressed earth-retaining walls using hybrid harmony search algorithms. Engineering Structures, 134, 205-216, 2017.
  7. Temür, R., Bekdaş, G., Betonarme konsol istinat duvarlarının optimum tasarımı. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 24(6), 1043-1050, 2018.
  8. Camp, C.V., Akin, A., Design of Retaining Walls Using Big Bang-Big Crunch Optimization. Journal of Structural Engineering, 138(3), 438-448, 2012.
  9. Talatahari, S., Sheikholeslami, R., Shadfaran, M., Pourbaba, M., Optimum Design of Gravity Retaining Walls Using Charged System Search Algorithm. Mathematical Problems in Engineering, 2012, 2012.
  10. Khajehzadeh, M., Taha, M.R., Eslami, M., Efficient gravitational search algorithm for optimum design of retaining walls. Structural Engineering and Mechanics, 45(1), 111-127, 2013.
  11. Khajehzadeh, M., Taha, M.R., Eslami, M., Multi-objective optimisation of retaining walls using hybrid adaptive gravitational search algorithm. Civil Engineering and Environmental Systems, 31(3), 229-242, 2014.
  12. Aydoğdu, İ., Betonarme konsol istinat duvarların çok amaçlı (maliyet ve karbondioksit) optimizasyonunda meta-sezgisel yöntemlerin karşılaştırılması. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 23(3), 221-231, 2017.
  13. ÖZTÜRK, H.T., Betonarme Konsol İstinat Duvarlarının Minimum Maliyet ve Ağırlıkla Optimum Tasarımı. Düzce Üniversitesi Bilim ve Teknoloji Dergisi, 6(4), 1258-1268, 2018.
  14. Kashani, A.R., Gandomi, A.H., Azizi, K., Camp, C.V., Multi-objective optimization of re