Difference between revisions of "Forest UCM Osc Damped"
Jump to navigation
Jump to search
Line 68: | Line 68: | ||
− | == | + | ==Under damped Oscillator== |
:<math>\beta < \omega_0</math> | :<math>\beta < \omega_0</math> | ||
+ | |||
+ | ==Over damped Oscillator== | ||
+ | |||
+ | :<math>\beta > \omega_0</math> | ||
+ | |||
+ | ==Critically damped Oscillator== | ||
+ | |||
+ | :<math>\beta = \omega_0</math> | ||
[[Forest_UCM_Osc#Damped_Oscillations]] | [[Forest_UCM_Osc#Damped_Oscillations]] |
Revision as of 13:10, 5 October 2014
1-D Damped Oscillations
Newton's 2nd Law
As in the case of air resistance, assume there is frictional force proportional to the velocity of the oscillation body.
- : in 1-D
or
or
let
- undamped oscillation frequency
- damping constant
then
Solve for the Equation of Motion
As see in section Forest_UCM_Osc_SHM#Equation_of_motion, you can determine solutions to the above by writing the analogous auxilary equation:
Setting the term in parentheses to zero and using the quadratic formula
You have change the second order differential equation into two first order differential equations
constructing a complete solution from the two solutions (orthogonal functions) above.
Undamped oscillator
If
= 0Then
- Forest_UCM_Osc_SHM#Equation_of_motion the SHM solution derived before at