Table 1 Summary of related works and algorithms to solve welded beam design problem and their results.
From: Recent metaheuristic algorithms for solving some civil engineering optimization problems
References | Algorithm | Best fitness | Solution | |||
---|---|---|---|---|---|---|
h | l | t | b | |||
CBO | 1.72466 | 0.20572 | 3.47041 | 9.03728 | 0.20574 | |
SSO-C | 1.72485 | 0.20572 | 3.47048 | 9.03662 | 0.20573 | |
NMS-CS | 1.72620 | 0.20549 | 3.47833 | 9.03945 | 0.20575 | |
AZOA | 1.72000 | 0.46900 | 1.94000 | 5.72000 | 0.51400 | |
ABC | 1.72485 | 0.20573 | 3.47049 | 9.03662 | 0.20573 | |
Bat algorithm | 1.78519 | 0.20267 | 3.52714 | 9.00752 | 0.21053 | |
WCMFO | 1.72358 | 0.20671 | 3.44955 | 9.03679 | 0.20573 | |
ASOINU | 2.08685 | 0.17533 | 7.95699 | 9.84772 | 0.17324 | |
HSOGA | 1.72734 | 0.20392 | 3.50976 | 9.03669 | 0.20573 | |
LEA | 1.72500 | – | – | – | – | |
FDA | 1.69550 | 0.20550 | 3.25780 | 9.03660 | 0.20570 | |
MSHO | 1.72485 | 0.20573 | 3.470 471 | 9.03663 | 0.20573 | |
ACSA | 1.72490 | 0.20570 | 3.47050 | 9.03660 | 0.20570 | |
Halton-PSO | 1.57140 | 0.14450 | 2.83650 | 9.03610 | 1.57140 | |
MSCA | 2.38329 | 0.24425 | 6.20637 | 8.31217 | 0.24432 | |
CEBA | 1.69778 | 0.20473 | 3.27347 | 9.03901 | 0.20584 |