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Improved ant colony optimization algorithms for continuous ... - CoDE

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54 Ant Colony Optimization <strong>for</strong> Mixed Variable Problems<br />

Table 4.12: Comparison of the best solutions <strong>for</strong> welded beam design design<br />

problem case B<br />

Methods x1(h) x2(l) x3(t) x4(b) x5(M) x6(Joint) f(x)<br />

GeneAS [21] 0.1875 1.6849 8.2500 0.2500 Steel 4-sided 1.9422<br />

PSOA [23] 0.2500 2.2219 8.2500 0.2500 Steel 2-sided 1.7631<br />

RSPSO [95] 0.1875 1.6842 8.25 0.25 Steel 4-sided 1.9421<br />

ACOMV 0.225 1.272373 8.25 0.225 Steel 4-sided 1.502942<br />

Table 4.13: Statistical results <strong>for</strong> welded beam design design problem case<br />

B<br />

Methods fMean Sd F Es<br />

GeneAS [21] N/A N/A N/A<br />

RSPSO [95] N/A N/A N/A<br />

PSOA [23] 1.7631 0 6570<br />

ACOMV 1.502942 0 1436<br />

Table 4.14: Constrains analysis <strong>for</strong> welded beam design design problem case<br />

B<br />

Constraints GeneAS [21] PSOA [23] RSPSO [95] ACOMV<br />

g1 -0.1621 0 N/A 0<br />

g2 -380.1660 N/A -380.1653 -148.8186<br />

g3 -0.0625 0 N/A 0<br />

g4 -3.4399 -3.3838 N/A -3.562618<br />

g5 -0.0625 -0.1250 N/A -0.1<br />

g6 -0.2346 -0.2344 N/A -0.2349907<br />

g7 -402.0473 -412.5254 N/A -1630.64

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