Research Article

Two Strategies to Improve the Differential Evolution Algorithm for Optimizing Design of Truss Structures

Table 7

Performance comparison of the 120-bar truss.

Element groupCross-sectional areas (in2)
Lu et al. [29]This work
PSOPSOPCAugPSODEEDEEDE-1EDE-2EDE-3EDE-4

13.3313.3253.2873.2873.2883.2883.2883.2883.288
25.3975.9723.4863.5723.5453.5493.5563.5603.555
34.5134.5054.2564.2554.2544.2544.2544.2544.254
43.2723.0262.7522.7542.7532.7532.7532.7532.753
51.6740.9141.3531.3011.3171.3151.3111.3091.311
66.4594.1533.5073.5083.5073.5073.5073.5073.507
73.5482.4152.4112.4042.4062.4052.4052.4052.405
Weightbest (lb)26728.98022654.32520675.54520666.39320665.88320665.82520665.86120665.94420665.884
Weightworst (lb)53777.51038471.21221678.62120716.24220668.55420673.35920669.57520667.39420671.517
Weightmean (lb)31401.18226424.70321175.51420671.27420666.13720666.46220666.39120666.30920666.580
Weightmedian (lb)20667.82820665.98920665.98620666.07420666.15320666.231
Weightstdev (lb)5653.2414103.610259.10510.4230.4881.4000.8820.3561.235
Nanalyses100001000010000100001000010000