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2 edition of Stability and accuracy of predict-correct methods in differential equations found in the catalog.

Stability and accuracy of predict-correct methods in differential equations

Frederick Thomas Krogh

Stability and accuracy of predict-correct methods in differential equations

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  • 6 Currently reading

Published .
Written in English

    Subjects:
  • Differential equations.

  • Edition Notes

    Statementby Frederick Thomas Krogh.
    The Physical Object
    Pagination73 leaves, bound :
    Number of Pages73
    ID Numbers
    Open LibraryOL14337107M

    1 san juan, puerto rico march , cahsi annual meeting computing alliance of hispanic-serving institutions proceedings unifying efforts to advance hispanics sponsors cahsi is funded by nsf grant #cns recruting retaining advancing hispanics in computing 1. Based upon the proposed theory and numerical method,some numerical examples have been calculated and annlyzed.The responses of a forced vibration of a linear system show the high accuracy and to verify the advantage of the proposed method compared with Newmark-口method.Three kinds typical problems in nonlinear dynamics are calculated Read:


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Stability and accuracy of predict-correct methods in differential equations by Frederick Thomas Krogh Download PDF EPUB FB2

Graduate Thesis Or Dissertation Stability and accuracy of predict-correct methods in differential equations Public Deposited. Analytics × Add to Author: Frederick Thomas Krogh. Frederick Thomas Krogh has written: 'Stability and accuracy of predict-correct methods in differential equations' -- subject(s): Differential equations Asked in.

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(b) Answer the same question for weakly stable such method Show that the coefficients of the Adams–Moulton Two-Step Implicit Method satisfy () and that the method is strongly stable Find the order and stability type for the following two-step implicit methods: (a) (b) h [13f wi+1 = 3wi − 2wi−1 + 12 i+1 − 20fi − 5fi−1 ] wi+1.

Takahashi presented the vibrations and stability analysis of a cracked Timoshenko beam under follower force by using numerical methods to solve the differential equations. When the damage is modeled as a geometric discontinuity, the homogeneous differential equation to determine the mode shapes and natural frequencies has non-constant by: 3.

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Earthquake effects on slope stability are also considered in the same way. These methods are described in textbooks such as those by Bowles () and Das (), and in specialist books such as those by Abramson et al. (), Cornforth (), and Cheng and Lau ().

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Review on these methods is given in [13] and []. Depending on the methodology used to discretize the partial differential equations (PDEs), meshless methods can be classified into two major categories: meshless strong-form methods and meshless weak-form methods.

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