35th Structures, Structural Dynamics, and Materials Conference 1994
DOI: 10.2514/6.1994-1416
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Structural reliability optimization using an efficient safety index calculation procedure

Abstract: SUMMARYThe objective of this paper is to conduct reliability-based structural optimization in a multidisciplinary environment. An efficient reliability analysis is developed by expanding the limit functions in terms of intermediate design variables. The design constraints are approximated using multivariate splines in searching for the optimum. The reduction in computational cost realized in safety index calculation and optimization are demonstrated through several structural problems. This paper presents safe… Show more

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Cited by 14 publications
(20 citation statements)
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“…Two major categories of probabilistic optimization strategies exist in the literature. They are the double-loop method [2,[25][26][27] and the single-loop method [4,[28][29][30][31]. With the double-loop method, the loop of reliability analysis (an iterative procedure) is nested within the loop of optimization.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…Two major categories of probabilistic optimization strategies exist in the literature. They are the double-loop method [2,[25][26][27] and the single-loop method [4,[28][29][30][31]. With the double-loop method, the loop of reliability analysis (an iterative procedure) is nested within the loop of optimization.…”
Section: Introductionmentioning
confidence: 99%
“…computation associated with probabilistic analysis, i.e., the evaluation of probabilistic functions and their derivatives [1][2][3][4]. In probabilistic analysis, the system performance needs to be evaluated repeatedly, to capture its probabilistic characteristics.…”
Section: Introductionmentioning
confidence: 99%
“…Equation (13) denotes the system of state equations. In the probability constraint, Equation (14), p j denotes the predetermined level of probability of the constraint violation. In Equation (15), the new probability constraint that regulates the variation of performance function is introduced.…”
Section: Robust Optimal Design Formulationmentioning
confidence: 99%
“…As well, the allowable stress caused by static load, F in the beam structure cannot exceed 100 MPa. We start optimization with some arbitrary values of height and width [2,5,6]. According to the beam theory [8], the major contribution to the element's von Mises stress comes from bending stress, although transverse shear stress exists.…”
mentioning
confidence: 99%