Table 2 Summary of related works and algorithms solve three‑bar truss design problem and their results.
From: Recent metaheuristic algorithms for solving some civil engineering optimization problems
References | Algorithm | Best fitness | Solution | |
|---|---|---|---|---|
A1 | A2 | |||
BAT | 263.98439 | 0.786238 | 0.415372 | |
AO | 263.8684 | 0.7926 | 0.3966 | |
AOA | 263.9154 | 0.79369 | 0.39426 | |
FDA | 263.895843 | 0.788662 | 0.408286 | |
SKF | 263.8958 | 0.7887 | 0.4083 | |
mSHO | 263.8915 | 0.788 649 | 0.408 235 | |
INFO | 263.8958434 | 0.788672734 | 0.408255081 | |
RUN | 263.8958 | 0.788679110 | 0.408237045 | |
ACSA | 263.8958 | 0.78867 | 0.40825 | |
SNS | 263.8958434 | 0.78868473 | 0.4082211 | |
Halton-PSO | 263.8958 | 0.7887 | 0.4083 | |
MSCA | 263.89585052 | 0.788690415 | 0.408205144 | |
EOBL-GOA | 263.895 | 0.788665414 | 0.40827578 | |
OBLGOA | 263.895844 | 0.78866365 | 0.408280786 | |
EO | 263.8954081 | 0.788674018 | 0.408242743 | |
COOT | 263.8954081 | 0.788672536 | 0.408246935 | |
POA | 263.8954081 | 0.613176 | 0.047329 | |
CA | 263.8954081 | 0.303088 | 0.936761 | |
