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    Reliability-Based Optimal Design of Series Structural Systems

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 006
    Author:
    J. O. Royset
    ,
    A. Der Kiureghian
    ,
    E. Polak
    DOI: 10.1061/(ASCE)0733-9399(2001)127:6(607)
    Publisher: American Society of Civil Engineers
    Abstract: A robust approach for approximately solving reliability-based optimal design problems, for series structural systems, is developed. The approach reformulates the problems by replacing reliability terms with deterministic functions. The reformulated problems can be solved by existing semiinfinite optimization algorithms, producing solutions that are identical to those of the original problems, when the limit-state functions are affine, or when first-order reliability approximations are used. An important advantage of the approach is that the required reliability and optimization calculations are completely decoupled, allowing flexibility in the choice of the optimization algorithm and the reliability method. Three sets of examples demonstrate applications of the approach.
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      Reliability-Based Optimal Design of Series Structural Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85394
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    contributor authorJ. O. Royset
    contributor authorA. Der Kiureghian
    contributor authorE. Polak
    date accessioned2017-05-08T22:39:34Z
    date available2017-05-08T22:39:34Z
    date copyrightJune 2001
    date issued2001
    identifier other%28asce%290733-9399%282001%29127%3A6%28607%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85394
    description abstractA robust approach for approximately solving reliability-based optimal design problems, for series structural systems, is developed. The approach reformulates the problems by replacing reliability terms with deterministic functions. The reformulated problems can be solved by existing semiinfinite optimization algorithms, producing solutions that are identical to those of the original problems, when the limit-state functions are affine, or when first-order reliability approximations are used. An important advantage of the approach is that the required reliability and optimization calculations are completely decoupled, allowing flexibility in the choice of the optimization algorithm and the reliability method. Three sets of examples demonstrate applications of the approach.
    publisherAmerican Society of Civil Engineers
    titleReliability-Based Optimal Design of Series Structural Systems
    typeJournal Paper
    journal volume127
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2001)127:6(607)
    treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 006
    contenttypeFulltext
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