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contributor authorSiu-Kui Au
contributor authorHeung-Fai Lam
contributor authorChing-Tai Ng
date accessioned2017-05-08T22:41:02Z
date available2017-05-08T22:41:02Z
date copyrightOctober 2007
date issued2007
identifier other%28asce%290733-9399%282007%29133%3A10%281072%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86336
description abstractThis paper investigates the application of importance sampling method to estimating the first passage probability of single-degree-of-freedom elastoplastic systems subjected to white noise excitations. The importance sampling density is constructed using a conventional choice as a weighted sum of Gaussian distributions centered among design points. It is well known that the design points, or equivalently the critical excitations in the function space, are difficult to obtain for nonlinear hysteretic systems. An efficient method has been developed recently for finding the critical excitations, on which this paper is based. Characteristics of the critical excitation for elastoplastic systems are explored and the efficiency of the resulting importance sampling strategy is critically assessed. It is found that some efficiency is gained by importance sampling over direct Monte Carlo method but to a lesser extent compared to its linear-elastic counterparts. The cause of this drop in efficiency will be investigated. The study calls for revisiting a basic assumption of importance sampling densities constructed using design points, where they are expected to generate samples lying frequently in the failure region, but in reality their capability should not be taken for granted. A companion paper investigates the approximation of the critical excitation that allows its simple determination.
publisherAmerican Society of Civil Engineers
titleReliability Analysis of Single-Degree-of-Freedom Elastoplastic Systems. I: Critical Excitations
typeJournal Paper
journal volume133
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2007)133:10(1072)
treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 010
contenttypeFulltext


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