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      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of Soft Computing in Civil Engineering
      • Volume 3, Issue 2
      • مشاهده مورد
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of Soft Computing in Civil Engineering
      • Volume 3, Issue 2
      • مشاهده مورد
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      Comparison of Genetic Algorithm (GA) and Particle Swarm Optimization Algorithm (PSO) for Discrete and Continuous Size Optimization of 2D Truss Structures

      (ندگان)پدیدآور
      Akbari, MahmoodHenteh, Mojtaba
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      نوع مدرک
      Text
      Regular Article
      زبان مدرک
      English
      نمایش کامل رکورد
      چکیده
      Optimization of truss structures including topology, shape and size optimization were investigated by different researchers in the previous years. The aim of this study is discrete and continuous size optimization of two-dimensional truss structures with the fixed topology and the shape. For this purpose, the section area of the members are considered as the decision variables and the weight minimization as the objective function. The constraints are the member stresses and the node displacements which should be limited at the allowable ranges for each case. In this study, Genetic Algorithm and Particle Swarm Optimization algorithm are used for truss optimization. To analyse and determine the stresses and displacements, OpenSees software is used and linked with the codes of Genetic Algorithm and Particle Swarm Optimization algorithm provided in the MATLAB software environment. In this study, the optimization of four two-dimensional trusses including the Six-node, 10-member truss, the Eight-node, 15-member truss, the Nine-node, 17-member truss and the Twenty-node, 45-member truss under different loadings derived from the literature are done by the Genetic Algorithm and Particle Swarm Optimization algorithm and the results are compared with those of the other researchers. The comparisons show the outputs of the Genetic Algorithm are the most generally economical among the different studies for the discrete size cases while for the continuous size cases, the outputs of the Particle Swarm Optimization algorithm are the most economical.
      کلید واژگان
      Particle Swarm Optimization Algorithm
      Genetic Algorithm
      2D Truss Structures
      discrete and continuous sizes
      OpenSees
      Structural Optimization

      شماره نشریه
      2
      تاریخ نشر
      2019-04-01
      1398-01-12
      ناشر
      Pouyan Press
      سازمان پدید آورنده
      Assistant Professor, Civil Engineering Department, University of Kashan, Kashan, Iran
      Ph.D. Candidate, Structure Engineering, Faculty of Civil Engineering, Semnan University, Semnan, Iran

      شاپا
      2588-2872
      URI
      https://dx.doi.org/10.22115/scce.2019.195713.1117
      http://www.jsoftcivil.com/article_95950.html
      https://iranjournals.nlai.ir/handle/123456789/44895

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