Single degree of freedom damped free vibrations: Difference between revisions
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== References == | == References == | ||
* Ray W. Clough and Joseph Penzien: Dynamics of Structures, 2nd edition, McGraw-Hill, New York, 1993. 738 pages. ISBN 0-07-011394-7 | * Ray W. Clough and Joseph Penzien: Dynamics of Structures, 2nd edition, McGraw-Hill, New York, 1993. 738 pages. ISBN 0-07-011394-7, section 2-6, p. 26 | ||
== External Links == | == External Links == | ||
Revision as of 18:12, 25 September 2009
Governing Equation
<tex>m\ddot{u}(t) + c\dot{u}(t) + ku(t) = 0</tex>
This is a second-order linear ordinary differential equation with constant coefficients that yields the following solution:
To Do: Provide solution for single degree of freedom damped free vibrations (who: user:ok; priority: 100; hours: 0) (all) (cat)
References
- Ray W. Clough and Joseph Penzien: Dynamics of Structures, 2nd edition, McGraw-Hill, New York, 1993. 738 pages. ISBN 0-07-011394-7, section 2-6, p. 26
External Links
- SDOF Damped Free Vibrations at eFunda
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