Direct application of the transfer matrix method to solve nonlinear autonomous boundary value problems with multiple branches-Reference-Cited by-同舟云学术

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Direct application of the transfer matrix method to solve nonlinear autonomous boundary value problems with multiple branches

Published:1993-11 Issue:3 Volume:49 Page:439-452
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Shultz L.A.,Murthy V.R.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference42 articles.

1. Die Berechnung der Drehschwingungen;Holzer,1921

2. Republished by J. W. Edwards Inc., Ann Arbor, MI (1948).

3. New method of calculating natural modes of coupled bending-torsion vibration of beams;Myklestad;Trans ASME,1945

4. Matrix solution of vibration of nonuniform beams;Thomson;J. Appl. Mech.,1950

5. Four pole parameters in vibration analysis;Molloy,1958

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Sensitivity Derivatives of Eigendata of One-Dimensional Structural Systems;AIAA Journal;2000-01

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