Fig. 20From: A Hybrid Particle Swarm Optimization with Dragonfly for Adaptive ANFIS to Model the Corrosion Rate in Concrete StructuresBinary changes for some of selecting parameters: a C10–C5, b C9–C3, c C9–C1, d C9–C4, e C3–C1, f C3–C4, and g C1–C4.Back to article page