2020
DOI: 10.1016/j.cma.2020.112916
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Advanced solution strategies for time-dependent reliability based design optimization

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Cited by 34 publications
(4 citation statements)
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“…The case has two design variables, four parameters, and two time-dependent reliability-based constraint functions. 42 This case can be expressed in the following mathematical form (25), and the distribution informations of the variables are listed in Table 3.…”
Section: Two-bar Frame Casementioning
confidence: 99%
“…The case has two design variables, four parameters, and two time-dependent reliability-based constraint functions. 42 This case can be expressed in the following mathematical form (25), and the distribution informations of the variables are listed in Table 3.…”
Section: Two-bar Frame Casementioning
confidence: 99%
“…in [40] and [41] (among others) and is modified to suit the purposes of this work. This frame is subjected to a dynamic force F (t) which is described by a stochastic process.…”
Section: Example 1: a Two-bar Framementioning
confidence: 99%
“…Uncertainty in the engineering structure can be generally quantified by the probabilistic model. In the traditional reliability analysis field, the probabilistic model is considered as the most powerful technique, in which the structural inputs are treated as the random variables 1,2 with the probability density function (PDF) and the structural safety level is measured by the failure probability (FP) Pf$$ {P}_f $$. However, due to the limitation of the data information in practice, it is almost impossible to assume that all uncertain input variables in the structure can be characterized by probabilistic model.…”
Section: Introductionmentioning
confidence: 99%