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    Secant Hyperplane Method for Structural Reliability Analysis

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 003
    Author:
    Umberto Alibrandi
    ,
    Chenyin Ma
    ,
    Chan Ghee Koh
    DOI: 10.1061/(ASCE)EM.1943-7889.0001024
    Publisher: American Society of Civil Engineers
    Abstract: The first-order reliability method (FORM) is a powerful tool for structural reliability analysis, providing a good trade-off between computational accuracy and efficiency. Nevertheless, it has two main drawbacks: (1) its approximation is not necessarily adequate for limit state surfaces which depart significantly from linearity, and (2) it does not give information about the degree of accuracy achieved. In this paper, the secant hyperplane method (SHM) is proposed, which is a new linear approximation of the limit state surface based on the support vector method (SVM). The key idea is to treat structural reliability as a classification problem and to seek a suitable secant hyperplane to the limit state that gives improved approximation over the use of a tangent hyperplane. The two drawbacks of FORM are thereby resolved, while keeping the geometrical simplicity and ease of implementation of FORM. The implication of very high-dimensional geometry is examined, demonstrating that FORM can give good approximations if reinterpreted as a linear classifier, and SHM has the potential of scalability to spaces of high dimensionality. Two numerical examples, including stochastic dynamic analysis, show the accuracy and effectiveness of SHM.
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      Secant Hyperplane Method for Structural Reliability Analysis

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    contributor authorUmberto Alibrandi
    contributor authorChenyin Ma
    contributor authorChan Ghee Koh
    date accessioned2017-05-08T22:30:09Z
    date available2017-05-08T22:30:09Z
    date copyrightMarch 2016
    date issued2016
    identifier other47180760.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81650
    description abstractThe first-order reliability method (FORM) is a powerful tool for structural reliability analysis, providing a good trade-off between computational accuracy and efficiency. Nevertheless, it has two main drawbacks: (1) its approximation is not necessarily adequate for limit state surfaces which depart significantly from linearity, and (2) it does not give information about the degree of accuracy achieved. In this paper, the secant hyperplane method (SHM) is proposed, which is a new linear approximation of the limit state surface based on the support vector method (SVM). The key idea is to treat structural reliability as a classification problem and to seek a suitable secant hyperplane to the limit state that gives improved approximation over the use of a tangent hyperplane. The two drawbacks of FORM are thereby resolved, while keeping the geometrical simplicity and ease of implementation of FORM. The implication of very high-dimensional geometry is examined, demonstrating that FORM can give good approximations if reinterpreted as a linear classifier, and SHM has the potential of scalability to spaces of high dimensionality. Two numerical examples, including stochastic dynamic analysis, show the accuracy and effectiveness of SHM.
    publisherAmerican Society of Civil Engineers
    titleSecant Hyperplane Method for Structural Reliability Analysis
    typeJournal Paper
    journal volume142
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001024
    treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 003
    contenttypeFulltext
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