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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