2007
DOI: 10.1061/(asce)0733-9445(2007)133:7(999)
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Design of Space Trusses Using Big Bang–Big Crunch Optimization

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Cited by 243 publications
(96 citation statements)
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References 13 publications
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“…This is not the heaviest structure possible from the selection of sections, but given the large range of section sizes and the results obtained a lighter structure which also satisfies the constraints was selected for the comparison. When comparing the result of 217 kg obtained for the size optimization with the 170 kg found by several other researchers (Jalili and Hosseinzadeh, 2015;Degertekin, 2013;Camp, 2007), there is a 28 % deficit. This may be due to a grouping discrepancy between the respective problem definitions.…”
Section: -Bar Trussmentioning
confidence: 64%
“…This is not the heaviest structure possible from the selection of sections, but given the large range of section sizes and the results obtained a lighter structure which also satisfies the constraints was selected for the comparison. When comparing the result of 217 kg obtained for the size optimization with the 170 kg found by several other researchers (Jalili and Hosseinzadeh, 2015;Degertekin, 2013;Camp, 2007), there is a 28 % deficit. This may be due to a grouping discrepancy between the respective problem definitions.…”
Section: -Bar Trussmentioning
confidence: 64%
“…This is identical to the best design developed in [10,51]. It performs better than others when the number of average weight for 50 runs are compared.…”
Section: -Bar Space Trussmentioning
confidence: 87%
“…6) in different variants was performed in Refs. [7,10,16,44,[49][50][51] and in many other articles. This paper gives consideration to the condition of a 25-bar truss size optimization problem according to Ref.…”
Section: -Bar Space Trussmentioning
confidence: 93%
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“…It is apparent that the design solution obtained by HS [31] is theoretically infeasible because these solutions violate the design constraint stated in [35]. The results produced by the SOS algorithm were competitive with those produced by TLBO [35] and SAHS [34] and superior to those of HPSO [32], and BB-BC [33]. Furthermore, the SOS algorithm delivered a better average solution, and lower standard deviation compared to the TLBO algorithm, supporting that the SOS algorithm is a better optimization method than TLBO in terms of consistency.…”
Section: A 25-bar Transmission Tower Truss Weight Minimizationmentioning
confidence: 95%