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

Seda Turan; İbrahim Aydoğdu; Engin Emsen

Makale detayları

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

Yazarlar:

Seda Turan | İbrahim Aydoğdu | Engin Emsen

Yayıncı:

Akdeniz University

Ana Başlıklar:

Engineering

Dergi:

International Journal of Engineering and Applied Sciences Vol.15 Issue 1, pp.36-51

Belge Tipi:

Makale

Yayın Tarihi:

3/2023

Belge Dili:

İngilizce

Document ID (Org No.):

2001289324

pISSN:

1309-0267

Anahtar kelimeler:

Özet:

 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.

 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.

 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.

 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.

Makale detayları

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

Yazarlar:

Seda Turan | İbrahim Aydoğdu | Engin Emsen

Yayıncı:

Akdeniz University

Ana Başlıklar:

Engineering

Dergi:

International Journal of Engineering and Applied Sciences Vol.15 Issue 1, pp.36-51

Belge Tipi:

Makale

Yayın Tarihi:

3/2023

Belge Dili:

İngilizce

Document ID (Org No.):

2001289324

pISSN:

1309-0267

continuous fondation design

elastic line method

optimization

Artificial Bee Colony

Sayı

Makale detayları

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

Yazarlar: Seda Turan | İbrahim Aydoğdu | Engin Emsen

Yayıncı: Akdeniz University

Ana Başlıklar: Engineering

Dergi: International Journal of Engineering and Applied Sciences Vol.15 Issue 1, pp.36-51

Belge Tipi: Makale

Yayın Tarihi: 3/2023

Belge Dili: İngilizce

Document ID (Org No.): 2001289324

pISSN: 1309-0267

continuous fondation design

elastic line method

optimization

Artificial Bee Colony

Sayı

Yazarlar:

Seda Turan | İbrahim Aydoğdu | Engin Emsen

Yayıncı:

Akdeniz University

Ana Başlıklar:

Engineering

Dergi:

International Journal of Engineering and Applied Sciences Vol.15 Issue 1, pp.36-51

Belge Tipi:

Makale

Yayın Tarihi:

3/2023

Belge Dili:

İngilizce

Document ID (Org No.):

2001289324

pISSN:

1309-0267