This paper discusses 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.
The basic idea is to gradually translate samples from the prior distribution to samples from
the posterior distribution through a sequential reweighting operation. In the context of structural
reliability, SIS can be applied to produce samples of an approximately optimal importance sampling
density, which can then be used for estimating the sought probability through importance
sampling. The transition of the samples is defined through the construction of a sequence of intermediate
distributions. We discuss a particular choice of the intermediate distributions and the
properties of the derived algorithm. Moreover, we introduce an MCMC algorithm for application
within the SIS procedure that is especially efficient for tackling high-dimensional problems.
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This paper discusses 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.
The basic idea is to gradually translate samples from the prior distribution to samples from
the posterior distribution through a sequential reweighting operation. In the context of structural
reliability, SIS...
»