Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record