Optimum Design of Reinforced Concrete Frames using Particle Swarm Optimization According ACI318-08
Keywords:
Optimum design, Reinforced concrete frames, Particle swarm optimizationAbstract
This research presents the application of particle swarm optimization (PSO) to design the reinforced concrete frames according ACI318-08 and determine the minimum cost of reinforced concrete structure. Structural analysis and design procedure were developed by Microsoft visual basic 6. Then, the design performance of PSO was tested by three examples from the related literature. The optimal solution of PSO is compared with heuristic big bang-big crunch (HBB-BC) and heuristic particle swarm ant colony optimization (HPSACO). The results indicated that the PSO can be applied with optimal design of reinforced concrete frames according ACI318-08 and had more saving cost than HPSACO and HBB-BC between 0.28 -7.31% and 0.28- 5.02%, respectively.
References
[2] M. Y. Rafiq and C. Southcombe, “Genetic algorithms in optimal design and detailing of reinforced concrete biaxial columns supported by a declarative approach for capacity checking,” Computers and structures, vol. 69, pp. 443-457, 1998.
[3] V. C. Charles, P. Shahram, H. Hakan, “Flexural design of reinforced concrete frames using a genetic algorithm,” Journal of structural engineering, vol. 129, pp. 105-115, 2003.
[4] H. G. Kwak and J. Kim, “An integrated genetic algorithm complemented with direct search for optimum design of RC frames,” Computer-aided design, vol. 41, pp. 490-500, 2009.
[5] T. Augusto, K. Mounir, M. C. Antonio, “A cost optimization-based design of precast concrete floors using genetic algorithms,” Automation in Construction, vol. 22, pp. 348-356, 2012.
[6] S. Das, A. Abraham, A. Konar1, “Particle swarm optimization and differential evolution algorithms: technical analysis, applications and hybridization perspectives,” Studies in computational intelligence, vol. 116, pp. 1–38, 2008.
[7] L. J. Li, Z. B. Huang, F. Liu, “A heuristic particle swarm optimization method for truss structures with discrete variables,” Computers and structures, vol. 87, pp. 435–443, 2009.
[8] A. Ghoddosian and M. Sheikhi, “Using particle swarm optimization for minimization of moment peak in structure,” Australian journal of basic and applied sciences, vol. 5, pp. 1428-1434, 2011.
[9] B. A. Nedushan and H. Varaee, “Minimum cost design of concrete slabs using particle swarm optimization with time varying acceleration coefficients,” World applied sciences journal, vol. 13, pp. 2484-2494, 2011.
[10] E. Dogan and M. P. Saka, “Optimum design of unbraced steel frames to LRFD–AISC using particle swarm optimization,” Advances in engineering software, vol. 46, pp. 27–34, 2012.
[11]American Concrete Institute (ACI), “Building code requirements for structural concrete and commentary (ACI 318-08),” America, 2008.
[12] A. Kaveh and O. Sabzi, “A comparative study of two meta-heuristic algorithms for optimum design of reinforced concrete frames,” International journal of civil engineering, vol. 9, pp. 193-206, 2011.
[13] J. Kennedy and R. Eberhart, “Particle swarm optimization,” Proceedings of IEEE international conference on neural networks, 1995, IV, pp. 1942-1948.
[14] E. Dogan and M. P. Saka, “Optimum design of unbraced steel frames to LRFD-AISC using particle swarm optimization,” Advances in engineering software, vol. 46, pp. 27–34, 2012.
Downloads
Published
How to Cite
Issue
Section
License
The published articles are copyrighted by the School of Engineering, King Mongkut's Institute of Technology Ladkrabang.
The statements contained in each article in this academic journal are the personal opinions of each author and are not related to King Mongkut's Institute of Technology Ladkrabang and other faculty members in the institute.
Responsibility for all elements of each article belongs to each author; If there are any mistakes, each author is solely responsible for his own articles.