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Structural Engineering and Mechanics Volume 71, Number 5, September10 2019 , pages 503-513 DOI: https://doi.org/10.12989/sem.2019.71.5.503 |
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Using genetic algorithms method for the paramount design of reinforced concrete structures |
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Chuanhua Xu, Xiliang Zhang, James H. Haido, Peyman Mehrabi, Ali Shariati, Edy Tonnizam Mohamad, Hoang Nguyen and Karzan Wakil
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Abstract | ||
Genetic Algorithms (GAs) have found the best design for reinforced concrete frames. The design of the optimum beam sections by GAs has been unified. The process of the optimum-design sections has satisfied axial, flexural, shear and torsion necessities based on the designing code. The frames\' function has contained the function of both concrete and reinforced steel besides the function of the frames\' formwork. The results have revealed that limiting the dimension of frame-beam with the dimension of frame-column have increased the optimum function of the structure, thereby reducing the reanalysis requirement for checking the optimum-designed structures through GAs. | ||
Key Words | ||
optimum-design; GA; space frame; reinforced concrete | ||
Address | ||
Chuanhua Xu, Xiliang Zhang: State Key Laboratory of Safety and Health for Metal Mines, Sinosteel Maanshan Institute of Mining Research, Co., Ltd., Anhui, Maanshan 243000, China James H. Haido: Department of civil engineering, college of engineering, University of Duhok, Kurdistan Region, Iraq Peyman Mehrabi: Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran Ali Shariati: Department of Civil Engineering, Faculty of engineering, University of Malaya, Kuala Lumpur, Malaysia Edy Tonnizam Mohamad: Centre of Tropical Geoengineering (GEOTROPIK), School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Malaysia Hoang Nguyen:Institute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam Karzan Wakil: Research Center, Sulaimani Polytechnic University, Sulaimani 46001, Kurdistan Region, Iraq | ||