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Optimal Design of Geometrically Nonlinear Space Trusses Using an Adaptive Neuro-Fuzzy Inference System

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Figure

Figure 1. A typical ANFIS architecture for a two-input Sugeno model with four rules.
Table 1. The specications of PSO method.
Figure 2. One-hundred-twenty-bar space truss.
Figure 5. Absolute percentage errors of stress of element 25. MAPE = 1 n t n t X i=1 100   a i p iai  ; (26) R 2 = 1 0BB @ n t P i=1 (a i p i ) 2nt P i=1 p 2i 1CC A ; (27)
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