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contributor authorYi Li
contributor authorBarbara J. Lence
date accessioned2017-05-08T22:41:04Z
date available2017-05-08T22:41:04Z
date copyrightNovember 2007
date issued2007
identifier other%28asce%290733-9399%282007%29133%3A11%281213%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86352
description abstractTraditional approaches for repeatedly updating reliability estimates, as needed in reliability-based optimal designs or real-time system control, require the iterative application of a reliability method. This paper explores a new strategy for repeatedly estimating reliability under frequent parameter variations. The central idea is to update the design point in the parameter domain, rather than in the traditional random variable domain, by evaluating several parametric sensitivity measures which are systems of nonlinear first-order ordinary differential equations relating the design point to parameter changes. Four numerical algorithms for evaluating the sensitivity measures are developed using the Euler and the improved Euler algorithms. Two solution procedures are applied. One procedure solves for the updated design point directly, while the other solves for both the unit normal vector at the design point and the reliability index separately, and evaluates the product of these to determine the updated design point. The numerical techniques are thoroughly compared with the classical Hasofer and Lind-Rackwitz and Fiessler (HL-RF) algorithm in five numerical examples regarding efficiency and accuracy. It is found that they are efficient and robust under given conditions.
publisherAmerican Society of Civil Engineers
titleNumerical Approximations of Design Points in Reliability Analysis under Parametric Changes
typeJournal Paper
journal volume133
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2007)133:11(1213)
treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 011
contenttypeFulltext


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