Hello again wjs-ga,
I will refer again to the University of Saskatchewan, College of
Engineering website
http://www.engr.usask.ca/classes/CE/804/notes/fv_sdof.pdf
a) Undamped natural frequency, Wo = SQRT(K/M) (See equation 2.5)
In your problem, K = 8 N/m; M = 2 kg
Note: 1 N = 1 kgm/sec^2 ==> 1 N/m = 1 kg/sec^2
==> Wo = SQRT[(8 kg/sec^2)/2 kg] = SQRT[4(1/sec^2)] = 2 rad/sec
b) Critical damping constant, Ccrit = 2MWo (equation 2.32b)
==> Ccrit = 2(2 kg)(2 rad/sec) = 8 kg/sec = 8 NSec/m
c) Damping ratio, Psi = C/Ccrit (equation 2.44)
In your problem, C = 4 NSec/m
==> Psi = 4/8 = 0.5 (dimensionless)
d) Damped natural frequency, Wd = Wo(SQRT(1-Psi^2)) (equation
2.46)
This gives you Wd = (2 rad/sec)(SQRT(1-(.5)^2)) = 1.732 rad/sec
e) Amplitude of the steady state vibration response.
For this one, refer to another page at the University of Saskatchewan,
College of Engineering website
http://www.engr.usask.ca/classes/CE/804/notes/har_sdof_ovh.pdf
Based on equation 3.2, the amplitude is
1
(Fo/K)(H(w)) where H(w) = -------------------------------------
SQRT[((1-(w/Wo)^2)^2+[2Psi(w/Wo)]^2]
For your problem, this gives you
1
(12/8)[-----------------------------------------] = 1.512 m
SQRT[((1-(.25/2)^2)^2+[2(0.5)(0.25/2)]^2]
Other references:
Kettering University
http://www.gmi.edu/~drussell/Demos/SHO/mass-force.html
Faculty of Technology, University of Plymouth
http://www.tech.plym.ac.uk/sme/mech226/forcedamp2.pdf
Mechanical Vibrations, Second Edition, Singiresu S. Rao
Addison-Wesley Publishing Company, 1990
I hope you have found this information helpful. If you have any
questions, please request clarification prior to rating the answer.
Googlenut
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