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      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of Soft Computing in Civil Engineering
      • Volume 4, Issue 3
      • مشاهده مورد
      •   صفحهٔ اصلی
      • نشریات انگلیسی
      • Journal of Soft Computing in Civil Engineering
      • Volume 4, Issue 3
      • مشاهده مورد
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      Shape Optimization of Gravity Dams using a Nature-Inspired Approach

      (ندگان)پدیدآور
      Ferdowsi, AhmadHoseini, Seyed MohamadFarzin, SaeedFaramarzpour, MahtabMousavi, Sayed-Farhad
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      نوع مدرک
      Text
      Regular Article
      زبان مدرک
      English
      نمایش کامل رکورد
      چکیده
      In water infrastructures design problems, small changes in their geometries lead to a major variation in the construction time and costs. Dams are such important water infrastructures, which have different types regarding their materials and their behavior to endure loads. In the current paper, invasive weed optimization (IWO) algorithm is employed to find the best shape of a concrete gravity dam (Tilari Dam, India). Stress and stability were considered as design constraints, based on the following models: Model I (M1): upstream dam face is inclined and Model II (M2): upstream dam face is vertical. Optimization using IWO for M1 showed 20% reduction in cross-sectional area as compared to prototype. Although results obtained using IWO showed no changes in comparison with the algorithms in the literature (i.e., differential evolution, charged system search, colliding bodies optimization, and enhanced colliding bodies optimization), it converged faster. But results for M2 revealed 26% reduction in cross-sectional area.
      کلید واژگان
      Concrete Gravity Dams
      Optimum Design
      Nature-Inspired Algorithms
      Invasive Weed Optimization (IWO) Algorithm
      Shape Optimization
      Heuristic or Meta-Heuristic Algorithms

      شماره نشریه
      3
      تاریخ نشر
      2020-07-01
      1399-04-11
      ناشر
      Pouyan Press
      سازمان پدید آورنده
      M.Sc. Graduate, Department of Water Engineering and Hydraulic Structures, Faculty of Civil Engineering, Semnan University, Semnan, Iran.
      M.Sc. Student, Department of Civil Engineering, University of Science and Culture, Tehran, Iran.
      Assistant Professor, Department of Water Engineering and Hydraulic Structures, Faculty of Civil Engineering, Semnan University, Semnan, Iran
      Lecturer, Department of Civil Engineering, Robat Karim Branch, Islamic Azad University, Tehran, Iran
      Professor, Department of Water Engineering and Hydraulic Structures, Faculty of Civil Engineering, Semnan University, Semnan, Iran

      شاپا
      2588-2872
      URI
      https://dx.doi.org/10.22115/scce.2020.224492.1196
      http://www.jsoftcivil.com/article_107850.html
      https://iranjournals.nlai.ir/handle/123456789/44928

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