Table 9.
Experimental results obtained for the three-bar truss design problem.
| Algorithm | Best | Worst | Mean | Std |
|---|---|---|---|---|
| MHGS | 263.895843 | 263.907950 | 263.897051 | 2.42E-03 |
| HGS | 264.526746 | 282.842712 | 272.460632 | 5.38E + 00 |
| CDO | 263.909134 | 264.267061 | 263.995277 | 7.73E-02 |
| SCSO | 263.895919 | 282.842712 | 265.160498 | 4.81E + 00 |
| AOA | 263.963398 | 269.651581 | 265.038779 | 1.07E + 00 |
| AGWO | 263.902857 | 282.842712 | 264.583133 | 3.45E + 00 |
| WOA | 263.898703 | 267.215228 | 264.523861 | 8.53E-01 |
| GWO | 263.895999 | 263.908236 | 263.899420 | 3.39E-03 |
| PSO | 263.898419 | 264.146311 | 263.994299 | 7.28E-02 |