Table 2 Approach A (100 Runs) First example [32]
From: A review of optimization techniques and algorithms used for FRP applications in civil engineering
z calculated through... | Average of generations | Optimum CFRP plate | Optimum length (m) | Optimum cost | Average computing time (s) |
|---|---|---|---|---|---|
Linear elastic analysis | 16.5 | 3 x 812 S | 4.74 | 2,051.5 | 1.69 |
Approximated expression | 17.3 | 3 x 812 S | 4.21 | 1,822.2 | 1.75 |
Nonlinear analysis | 17.1 | 3 x 812 S | 4.20 | 1,817.9 | 1.75 |