Publication | Closed Access

Optimal design of arch dams subjected to earthquake loading by a combination of simultaneous perturbation stochastic approximation and particle swarm algorithms

Earthquake EngineeringEngineeringParticle Swarm AlgorithmsSimulated AnnealingDam FoundationCivil EngineeringIntelligent OptimizationOptimal DesignEarthquake LoadingHybrid Optimization TechniqueStructural ReliabilityStructural OptimizationComputational MechanicsStructural MechanicsConstruction EngineeringStructural Engineering