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Vibrations of Multi-Degree of Freedom Systems

  • J. Wilson
Part of the Lecture Notes in Engineering book series (LNENG, volume 10)

Abstract

In Chapter 2, the vibration of a single degree of freedom system was studied. This is the simplest structural system. Actual structures are, of course, not as simple as this. They behave as lightly damped multi-degree of freedom systems. However, we can apply much from our study of single-degree of freedom systems to multi-degree of freedom systems (or real structures).

Keywords

Mode Shape Mass Matrix Free Vibration Cantilever Beam Real Structure 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. 1.
    Hurty, W.C. and M.F. Rubinstein, Dynamics of Structures, Prentice-Hall, Englewood Cliffs, New Jersey, 1964.Google Scholar
  2. 2.
    Neider, J.A. and R. Mead, Computer J. 7, (4), 308–311, 1965.Google Scholar
  3. 3.
    Meirovitch, L. Computational Methods in Structural Dynamics, Sijthoff & Noordhoff, Netherlands, 1980.MATHGoogle Scholar

Copyright information

© Springer-Verlag Berlin, Heidelberg 1985

Authors and Affiliations

  • J. Wilson

There are no affiliations available

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