Reliability analysis of large scale structures using a non-parametric approach

The paper is devoted to the estimation of small failure probabilities, i.e. on the reliability analysis, using the non-parametric model of the large-scale structure. Two major questions are addressed in this respect: (i) What are the effects of the model uncertainties on the prediction of very small failure probabilities, i.e. on the tails of the response distribution? This question will be answered by studying the differences in the failure probabilities predicted by the non-parametric approach and by the parametric approach, respectively. (ii) The non-parametric model of uncertainties features a very large number of random variables, thus leading to a high-dimensional reliability problem [3]. Due to the non-linear nature of the response, with respect to the space of the input random variables, this problem is very challenging. The performance of methods applicable to igh-dimensional reliability problems (Line Sampling, Subset Simulation) is studied.

Data and Resources

Additional Info

Field Value
Source 7th World Congress on Computational Mechanics (WCCM), , California USA July 16-22, 2006
Author Pellissetti, M., Capiez-Lernout, Evangéline, Pradlwarter, H., Soize, Christian, Schueller, G.I.
Maintainer CCSD
Last Updated May 17, 2026, 22:41 (UTC)
Created May 17, 2026, 22:41 (UTC)
Identifier hal-00698788
Language en
contributor Institute of Engineering Mechanics [Innsbruck] ; Leopold Franzens Universität Innsbruck - University of Innsbruck
coverage Los Angeles, United States
creator Pellissetti, M.
date 2006-07-16T00:00:00
harvest_object_id a7ed7bf0-a14f-4253-8265-eef3811743aa
harvest_source_id 3374d638-d20b-4672-ba96-a23232d55657
harvest_source_title test moissonnage SELUNE
metadata_modified 2025-01-06T00:00:00
set_spec type:COMM