Table 12 Comparative analysis of various algorithms for the three-bar truss system optimization problem.
From: Recent metaheuristic algorithms for solving some civil engineering optimization problems
Algorithm | Time | Average | STD | Best | Worst | Solution | |
|---|---|---|---|---|---|---|---|
\({x}_{1}\) | \({x}_{2}\) | ||||||
BES–GO | 4.37E−01 | 2.64E+02 | 0.00E+00 | 2.64E+02 | 2.64E+02 | 7.89E−01 | 4.08E−01 |
GO | 2.42E−01 | 2.64E+02 | 1.83E−14 | 2.64E+02 | 2.64E+02 | 7.89E−01 | 4.08E−01 |
BES | 5.54E−01 | 2.64E+02 | 2.36E−14 | 2.64E+02 | 2.64E+02 | 7.89E−01 | 4.08E−01 |
GTO | 1.91E−01 | 2.64E+02 | 1.22E−04 | 2.64E+02 | 2.64E+02 | 7.89E−01 | 4.08E−01 |
TSO | 6.92E−02 | 2.64E+02 | 9.23E−04 | 2.64E+02 | 2.64E+02 | 7.89E−01 | 4.08E−01 |
PSO | 2.55E−01 | 2.64E+02 | 2.46E−03 | 2.64E+02 | 2.64E+02 | 7.89E−01 | 4.08E−01 |
ALO | 7.09E−01 | 2.64E+02 | 3.56E−03 | 2.64E+02 | 2.64E+02 | 7.89E−01 | 4.09E−01 |
GWO | 5.97E−02 | 2.64E+02 | 5.50E−03 | 2.64E+02 | 2.64E+02 | 7.89E−01 | 4.08E−01 |
HHO | 1.55E−01 | 2.64E+02 | 1.68E−01 | 2.64E+02 | 2.65E+02 | 7.88E−01 | 4.09E−01 |
DOA | 1.02E−01 | 2.64E+02 | 1.33E+00 | 2.64E+02 | 2.71E+02 | 7.89E−01 | 4.08E−01 |
TSA | 6.95E−02 | 2.65E+02 | 2.28E+00 | 2.64E+02 | 2.77E+02 | 7.87E−01 | 4.13E−01 |
