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contributor authorIn-Won Lee
contributor authorHyung-Jo Jung
contributor authorMan-Cheol Kim
contributor authorArthur R. Robinson
date accessioned2017-05-08T22:38:48Z
date available2017-05-08T22:38:48Z
date copyrightNovember 1999
date issued1999
identifier other%28asce%290733-9399%281999%29125%3A11%281286%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84908
description abstractA solution method that can calculate the eigenproblem for large structures with multiple or close natural frequencies is presented. The method is formulated by the accelerated Newton-Raphson method for the transformed problem. The method can calculate the natural frequencies and mode shapes without any of the numerical instability that may be encountered in the inverse iteration process with a shift of the well-known methods, such as the subspace iteration method or the determinant search method, which have been widely used for solving an eigenproblem. The efficiency of the method is verified by comparing convergence and solution times for numerical examples with those of the subspace iteration method and the determinant search method.
publisherAmerican Society of Civil Engineers
titleEigensolution Method for Structures with Multiple or Close Eigenvalues
typeJournal Paper
journal volume125
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1999)125:11(1286)
treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 011
contenttypeFulltext


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