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A new unequal-weighted sampling method for efficient reliability analysis · Study

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ArticleA new unequal-weighted sampling method for efficient reliability analysis

Jun Xu2017

Article2017

A new unequal-weighted sampling method for efficient reliability analysis

Jun Xu · Fan Kong

45 citations·0/0 files stored·Reliability Engineering & System Safety

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Probabilistic and Robust Engineering Design Reliability and Maintenance Optimization Geotechnical Engineering and Analysis

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References

2017Structural Reliability Analysis and Prediction 1974Exact and Invariant Second-Moment Code Format 2007Global sensitivity analysis using polynomial chaos expansions 2001Estimation of small failure probabilities in high dimensions by subset simulation 1978Structural reliability under combined random load sequences 2008Efficient Global Reliability Analysis for Nonlinear Implicit Performance Functions 2009Stochastic Dynamics of Structures 2009An adaptive algorithm to build up sparse polynomial chaos expansions for stochastic finite element analysis

Cited by

2022Efficient subset simulation for rare-event integrating point-evolution kernel density and adaptive polynomial chaos kriging 2025An active learning method based on Monte Carlo dropout neural network for high-dimensional reliability analysis 2025First excursion probability of dynamical systems: A review on computational methods 2020Structural reliability assessment by salp swarm algorithm–based FORM 2022A single-loop time-variant reliability evaluation via a decoupling strategy and probability distribution reconstruction

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Details

Year2017

Typearticle

Published2017-12-14

VenueReliability Engineering & System Safety

ISSN-L0951-8320

Languageen

Citations45

Files0 public / 0

ShelfProbabilistic and Robust Engineering Design

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doi10.1016/j.ress.2017.12.007

openalex_workW2775214080

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2021An augmented weighted simulation method for high-dimensional reliability analysis

2023Dynamic pruning-based Bayesian support vector regression for reliability analysis

2023A loading contribution degree analysis-based strategy for time-variant reliability analysis of structures under multiple loading stochastic processes