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contributor authorWenbin Ruan
contributor authorZhenzhou Lu
date accessioned2017-05-08T22:08:03Z
date available2017-05-08T22:08:03Z
date copyrightAugust 2015
date issued2015
identifier other31254039.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72005
description abstractSimilar to the definition of the moment-independent importance measure on model failure probability, the authors define the moment-independent importance measure concerning the importance sampling method. After combining the importance sampling procedure, the sampling efficiency is improved and the cost of computation is cheaper. After the moment-independent importance measures of all inputs are obtained, a new method called conditional importance sampling is proposed to calculate the failure probability and those inputs with high importance measures are chosen to be conditional variables. And state-dependent parameter method is employed in the new method. A numerical example and two structural engineering examples are used to demonstrate that the failure probability estimated by the proposed conditional importance sampling method is accurate and converges faster than those estimated by the traditional importance sampling method.
publisherAmerican Society of Civil Engineers
titleEstimation of Moment-Independent Importance Measure on Failure Probability and Its Application in Reliability Analysis
typeJournal Paper
journal volume141
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001173
treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 008
contenttypeFulltext


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