2013
DOI: 10.1080/0305215x.2012.729054
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Enhancing particle swarm optimization algorithm using two new strategies for optimizing design of truss structures

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Cited by 35 publications
(13 citation statements)
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“…The computing performances of employed MOAs are summarized in Table 7. Considering Figures (6)(7)(8) and Tables (3-7), the preliminary results are listed as: • There does not exist any relation among the employed MOAs taking into account of the lower probability ratio (Prob>Chi-sq) as 2.42e-77 (see also the note as "3 groups have mean ranks significantly different from PAGA" in Fig. 9).…”
Section: Preliminary Results Obtained From Optimization Of Benchmark mentioning
confidence: 95%
See 1 more Smart Citation
“…The computing performances of employed MOAs are summarized in Table 7. Considering Figures (6)(7)(8) and Tables (3-7), the preliminary results are listed as: • There does not exist any relation among the employed MOAs taking into account of the lower probability ratio (Prob>Chi-sq) as 2.42e-77 (see also the note as "3 groups have mean ranks significantly different from PAGA" in Fig. 9).…”
Section: Preliminary Results Obtained From Optimization Of Benchmark mentioning
confidence: 95%
“…Thus, the entire weight of tubular structure is minimized to obtain a further economic design. The design constraints are assigned to check the strengths of the lattice girder members according to an allowable member stress and/or joint displacement value (Cagnina and et al [6]; Chen & Huang [7]; Lu and et al [8]; Torii and et al [9]). However, it has to be taken into account of being governed the strength of members by a number of coupled strength-related criteria (Beer and et al [10]).…”
Section: Introductionmentioning
confidence: 99%
“…The weights obtained with the PLOR and DIRECT-l algorithms are better than with other two DIRECT-type algorithms and are close to the best known value obtained with the AugPSO algorithm [26]. The convergence curves (see Fig.…”
Section: -Bar Space Trussmentioning
confidence: 82%
“…The symmetrical truss is considered, therefore all truss elements are divided into 16 groups. Table 11 presents a comparison of the optimal solutions obtained with the four DIRECT-type algorithms, also with the Schmit method [36], Perez and Behdinan [35], and three (PSO, PSOPC and AugPSO) from the recent paper [26]. As in the 25-bar case, all DIRECT-type algorithms have been terminated after 150, 000 function evaluations.…”
Section: -Bar Space Trussmentioning
confidence: 99%
“…As a gradient-free algorithm, it has been proved to be a feasible and effective method for solving difficult optimization problems in which the gradient is too laborious or even impossible to derive. In the past decade, more and more PSO versions have been developed Chang 2009, 2010;Fan and Chiu 2007;Hashemi, Rezapour and Moradi 2010;Lu et al 2013;Mahmoodabadi et al 2012;Sun et al 2011;Xu et al 2013).…”
Section: Introductionmentioning
confidence: 99%