Advanced Dynamics and Vibrations: Numerical methods for vibrating systems
[Jason’s part goes here]
where we can have a different mass as the equation is different. For SHM
If we choose then
Therefore:
Note:
If
Now using the result above
Consider
Note:
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We can apply this idea to various dynamical systems which are more complicated than the simple spring/mass. Consider an approximation to longitudinal vibration of a bar
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Consider a beam of total mass and cross section
modulus
which we approximate as
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if , go to
if
Therefore:
Therefore:
N = 4
To calculate the mode shapes one can start at the free end e.g.:
Assume
Now we use the recursion relationship
Therefore:
For the 4 storey building for the lowest natural frequency is
Therefore:
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Check
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Therefore:
if (
is low) then:
for the lower frequencies
where is density
For other boundary conditions, the expression for is determined then the natural frequencies are known. For fixed ends.
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Consider the fixed boundaries:
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Therefore:
Therefore:
Example
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Therefore: