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contributor authorDe-Wen Zhang
contributor authorFu-Shang Wei
date accessioned2017-05-08T21:16:01Z
date available2017-05-08T21:16:01Z
date copyrightApril 2000
date issued2000
identifier other%28asce%290893-1321%282000%2913%3A2%2869%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44921
description abstractThe computation of many eigenvector derivatives is required in the fields of structural optimal design, and update and localization of model error. Existing methods, except for the incomplete truncated modal methods and a dynamic flexibility method proposed by the writers, are not efficient for the calculation of many eigenvector derivatives. The precision of the incomplete truncated modal methods sometimes is poor. For this reason, a higher-precision dynamic flexibility (HPDF) expression is first proposed. Then on the basis of this HPDF expression, both a higher-precision truncated modal method and an HPDF method have been analyzed. The HPDF method is a different form of the early dynamic flexibility method. The HPDF expression is based on a geometrical series expansion. That is, the first several terms of the series can allow the solution to converge to an exact value of the dynamic flexibility expression when the difference between each eigenvalue at the frequency axis is large. Once the concentrated eigenroots exist, the convergence speed slows. This limitation can be overcome using a shifting frequency technique.
publisherAmerican Society of Civil Engineers
titleComputation of Eigenvector Derivatives Using HPDF Expression
typeJournal Paper
journal volume13
journal issue2
journal titleJournal of Aerospace Engineering
identifier doi10.1061/(ASCE)0893-1321(2000)13:2(69)
treeJournal of Aerospace Engineering:;2000:;Volume ( 013 ):;issue: 002
contenttypeFulltext


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