Environmental Engineering Reference
In-Depth Information
orthogonality of sin
β m x ( m
=
1
,
2
,...
.),
τ q ¨
2
m
˙
2
m
Γ m +(
1
+ ατ T β
)
Γ m + αβ
Γ m =
0
,
(6.213)
˙
Γ m (
0
)= φ m ,
Γ m (
0
)= ψ m .
(6.214)
Introduce the damping coefficient f m by
1
τ 0 + τ
m
f m
=
ω
T
and the natural frequency coefficient
ω
m by
m
τ 0 .
= αβ
2
m
ω
Eq. (6.213) reduces to
¨
f m ˙
2
m
Γ m +
Γ m + ω
Γ m =
0
.
(6.215)
The solution of Eq. (6.215) can be readily obtained by the method of undetermined
coefficients as
be λ t
Γ m (
t
)=
(6.216)
with
λ
as a coefficient to be determined. Substituting Eq. (6.216) into Eq. (6.215)
leads to
2
2
m
λ
+
f m λ + ω
=
0
,
(6.217)
which has solution
λ 1 ,
λ 2
f m
2 ±
λ 1 , 2 =
Λ .
(6.218)
Here
Λ
is the discriminate of Eq. (6.217) and is defined by
f m
2
2
2
m
Λ =
ω
.
Therefore, a positive, negative and vanished discriminate yields two distinct real
numbers
λ 1 and
λ 2 , two complex conjugates
λ 1 and
λ 2 , and two equal real num-
bers
λ 2 , respectively. The critical damping coefficient f mc is the damping
coefficient at a fixed
λ 1 and
ω m and
Λ
= 0. Therefore,
f mc =
2
ω m .
(6.219)
The nondimensional damping ratio,
ζ m , is defined as the ratio of f m over f mc ,
f m
f mc =
f m
τ 0 ω m + τ T ω m
1
=
ω m =
.
ζ
(6.220)
m
2
2
2
The system is at underdamped oscillation, critically-damped oscillation or over-
damped oscillation, respectively, when
ζ m <
1,
ζ m =
1or
ζ m >
1. By Eqs. (6.218)
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