2006
DOI: 10.1007/s00158-006-0039-5
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Reliability-based structural optimization of frame structures for multiple failure criteria using topology optimization techniques

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Cited by 65 publications
(38 citation statements)
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“…refs. [19][20][21][22][23][24][25][26][27]). For truss structures, uncertainties of nodal positions [28,29] as well as failure of individual bars [28] have been considered, but otherwise, uncertain properties have so far been limited to global variables like load magnitude and direction, overall dimensions and material properties, most probably due to the heavy computational cost associated with the inclusion of even a few non-deterministic design variables.…”
Section: Introductionmentioning
confidence: 99%
“…refs. [19][20][21][22][23][24][25][26][27]). For truss structures, uncertainties of nodal positions [28,29] as well as failure of individual bars [28] have been considered, but otherwise, uncertain properties have so far been limited to global variables like load magnitude and direction, overall dimensions and material properties, most probably due to the heavy computational cost associated with the inclusion of even a few non-deterministic design variables.…”
Section: Introductionmentioning
confidence: 99%
“…Equations (3) and (4) state the procedure of RBTO as a nested analysis. The use of PMA to evaluate the probability constraints has been widely accepted as a more efficient calculation method compared to using RIA (Mogami et al (12) ).…”
Section: Formulation Of Rbtomentioning
confidence: 99%
“…On the other hand, the current study is able to adjust multiple penalties for a system reliability problem through an optimization procedure as indicated in Eq. (12). Please note that any general reliability analysis methods can be implemented with Eq.…”
Section: Journal Of Advanced Mechanical Design Systems and Manufactmentioning
confidence: 99%
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