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Shape optimization of arch dams under earthquake loading using meta-heuristic algorithms
Abstract This paper presents efficiency of three meta-heuristic algorithms for large-scale shape optimization of double curvature arch dams under seismic loading condition with different constraints such as failure, stability and geometrical limitations. The earthquake load is considered by time variant ground acceleration applied in the upstream-downstream direction of the arch dam. Here, the Westergaard method is used to include the dam-reservoir interaction. For optimization, the Charged System Search (CSS), Particle Swarm Optimization (PSO), and a hybrid CSS and PSO (CSS-PSO) are utilized. Numerical results demonstrate the effectiveness of the meta-heuristic algorithms for optimal shape design of arch dams. Comparative studies illustrates that the superiority CSS-PSO algorithm compared to the standard PSO and CSS. A parametric study is also conducted to investigate the effect of water depth and earthquake intensity on the cost optimization of the arch dams.
Shape optimization of arch dams under earthquake loading using meta-heuristic algorithms
Abstract This paper presents efficiency of three meta-heuristic algorithms for large-scale shape optimization of double curvature arch dams under seismic loading condition with different constraints such as failure, stability and geometrical limitations. The earthquake load is considered by time variant ground acceleration applied in the upstream-downstream direction of the arch dam. Here, the Westergaard method is used to include the dam-reservoir interaction. For optimization, the Charged System Search (CSS), Particle Swarm Optimization (PSO), and a hybrid CSS and PSO (CSS-PSO) are utilized. Numerical results demonstrate the effectiveness of the meta-heuristic algorithms for optimal shape design of arch dams. Comparative studies illustrates that the superiority CSS-PSO algorithm compared to the standard PSO and CSS. A parametric study is also conducted to investigate the effect of water depth and earthquake intensity on the cost optimization of the arch dams.
Shape optimization of arch dams under earthquake loading using meta-heuristic algorithms
Kaveh, A. (author) / Mahdavi, V. R. (author)
KSCE Journal of Civil Engineering ; 17 ; 1690-1699
2013-10-24
10 pages
Article (Journal)
Electronic Resource
English
Shape optimization of arch dams under earthquake loading using meta-heuristic algorithms
| Online Contents | 2013
Earthquake behavior of arch dams
| British Library Conference Proceedings | 2001
Earthquake Analysis of Arch Dams
| Wiley | 2020