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8.3.3 critically damping forced vibration ξ = c<br />
c r<br />
= 1<br />
The solution is<br />
Where u h = (A + Bt) e −ωt and u p = F k<br />
arctan definition). Hence<br />
u (t) = u h + u p<br />
1<br />
2r<br />
sin (ϖt − θ) where tan θ = (making sure to use correct<br />
√(1−r 2 ) 2 2 1−r<br />
+(2r) 2<br />
u (t) = (A + Bt) e −ωt + F k<br />
1<br />
√(1 − r 2 ) 2 + (2r) 2 sin (ϖt − θ)<br />
where A, B are found from initial conditions<br />
A = u (0) + F k<br />
B = u ′ (0) + u (0) ω + F k<br />
1<br />
√(1 − r 2 ) 2 + (2r) 2 sin θ<br />
1<br />
√(1 − r 2 ) 2 + (2r) 2 (ω sin θ − ϖ cos θ)<br />
8.3.4 over-damped forced vibration ξ = c<br />
c r<br />
> 1<br />
The solution is<br />
where<br />
and<br />
u p (t) = F k<br />
u (t) = u h + u p<br />
u h (t) = Ae p 1t + Be p 2t<br />
1<br />
√(1 − r 2 ) 2 + (2ξr) 2 sin (ϖt − θ)<br />
hence<br />
u = Ae p 1t + Be p 2t + F k<br />
1<br />
√(1 − r 2 ) 2 + (2ξr) 2 sin (ϖt − θ)<br />
where tan θ = 2ξr<br />
1−r 2<br />
Hence the solution is<br />
and<br />
p 1 = − c<br />
√ ( c<br />
2m + 2m<br />
p 2 = − c<br />
2m − √ ( c<br />
2m<br />
) 2 k −<br />
m = −ωξ + ω √<br />
n ξ 2 − 1<br />
) 2 k −<br />
m = −ωξ − ω √<br />
n ξ 2 − 1<br />
(<br />
−ξ+ √ (<br />
ξ<br />
u (t) = Ae<br />
2 −1<br />
)ωt −ξ− √ )<br />
ξ + Be 2 −1 ωt F + β sin (ϖt − θ)<br />
k<br />
u ′ (0) + u (0) ωξ + u (0) ω √ ξ 2 − 1 + F k<br />
((ξ β + √ )<br />
ξ 2 − 1<br />
A =<br />
2ω √ ξ 2 − 1<br />
u ′ (0) + u (0) ωξ − u (0) ω √ ξ 2 − 1 + F k<br />
((ξ β − √ )<br />
ξ 2 − 1<br />
B = −<br />
2ω √ ξ 2 − 1<br />
)<br />
ω sin θ − ϖ cos θ<br />
)<br />
ω sin θ − ϖ cos θ<br />
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