Show simple item record

contributor authorS. K. Au
date accessioned2017-05-08T22:40:21Z
date available2017-05-08T22:40:21Z
date copyrightMarch 2004
date issued2004
identifier other%28asce%290733-9399%282004%29130%3A3%28303%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85887
description abstractA probabilistic approach for failure analysis is presented in this paper, which investigates the probable scenarios that occur in case of failure of engineering systems with uncertainties. Failure analysis can be carried out by studying the statistics of system behavior corresponding to the random samples of uncertain parameters that are distributed as the conditional distribution given that the failure event has occurred. This necessitates the efficient generation of conditional samples, which is in general a highly nontrivial task. A simulation method based on Markov Chain Monte Carlo simulation is proposed to efficiently generate the conditional samples. It makes use of the samples generated from importance sampling simulation when the performance reliability is computed. The conditional samples can be used for statistical averaging to yield unbiased and consistent estimate of conditional expectations of interest for failure analysis. Examples are given to illustrate the application of the proposed simulation method to probabilistic failure analysis of static and dynamic structural systems.
publisherAmerican Society of Civil Engineers
titleProbabilistic Failure Analysis by Importance Sampling Markov Chain Simulation
typeJournal Paper
journal volume130
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2004)130:3(303)
treeJournal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record