2016
DOI: 10.1016/j.strusafe.2016.06.002
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Sequential importance sampling for structural reliability analysis

Abstract: a b s t r a c tThis paper proposes the application of sequential importance sampling (SIS) to the estimation of the probability of failure in structural reliability. SIS was developed originally in the statistical community for exploring posterior distributions and estimating normalizing constants in the context of Bayesian analysis. The basic idea of SIS is to gradually translate samples from the prior distribution to samples from the posterior distribution through a sequential reweighting operation. In the c… Show more

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Cited by 186 publications
(107 citation statements)
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“…N is the total number of data points in the dataset and h D is the size of the volume. Thus, to search for the peaks, we must calculate the densities of all of the different data points using Equation (8). However, this is computationally expensive: Another method fixes h and applies a kernel density estimator [31].…”
Section: Preliminary Investigationsmentioning
confidence: 99%
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“…N is the total number of data points in the dataset and h D is the size of the volume. Thus, to search for the peaks, we must calculate the densities of all of the different data points using Equation (8). However, this is computationally expensive: Another method fixes h and applies a kernel density estimator [31].…”
Section: Preliminary Investigationsmentioning
confidence: 99%
“…However, as we mentioned in Section 3, the form of probability function p(x) is not known, and it can instead be represented by an approximate probability function, which is f (x) in Algorithm 1 line 4. Therefore, in this paper, we use Equation (8) to calculate the approximate probability function, which we use in the proposed algorithm. Equation (8) is simpler and more practical for finding dataset peaks.…”
Section: The Algorithmmentioning
confidence: 99%
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“…Structural reliability analysis has been extensively studied, and various methods have been proposed to estimate failure probability (FP) for complex structures, including the Advanced First Order Second Moment (AFOSM) (Hasofer and Lind), the moment method (Zhao and Ono), the second order reliability method (Hohenbichler and Rackwitz), the Monte Carlo simulation (MCS) (Liu), the importance sampling (IS) (Melchers, Tang et al, Dai et al, and Papaioannou et al), the subset simulation (Au and Beck and Li and Au), the line sampling (LS) (Schuëller et al and Depina et al), the directional sampling (Jinsuo and Ellingwood), the response surface method (RSM) (Rajashekhar and Ellingwood and Zhou et al), the dimension reduction (Xu and Rahman, Rahman and Wei, Wei and Rahman, and Li and Ma), the polynomial chaos expansion (Sudret and Der Kiureghian and Berveiller), the eigenvector dimension reduction (Byeng et al), the asymptotic sampling (Bucher, Tang et al, and Tang et al), the hierarchical clustering (Yin and Ahsan Kareem), and many other techniques. These methods have considerably promoted the state‐of‐the‐art in the structural reliability analysis.…”
Section: Introductionmentioning
confidence: 99%
“…We use sequential importance sampling (SIS, [2]) to approximate integral (3) efficiently. SIS generates samples from a sequence of distributions {h i (Θ), i = 0, .…”
mentioning
confidence: 99%