Civil Engineering Reference
In-Depth Information
In the above model viscous damping was assumed, which will give a
transmissibility dependent on damping also at the higher frequencies. As an alternative
model we shall assume that damping is hysteretic (see section
2.4.1.1)
. Instead of
Equation
(2.30)
, we now have
k
(
)
′
=+⋅
F
k
(1
j
η
)
x
=− +⋅ η
j
1
j
.
(2.34)
ω
Hence
k
(1
+⋅
j
η
)
1j
+⋅
η
ω
′
=
F
⋅ =
F
⋅
.
(2.35)
k
2
⎛⎞
ω
(1
+⋅ −
j
ηω
)
m
1
−
+ ⋅
j
η
ω
⎜⎟
⎝⎠
ω
0
The transmissibility
T
h
will then be given by
1
2
⎡
⎤
⎢
⎥
⎢
⎥
2
1
+
η
=
⎢
⎛
⎥
⎥
T
.
(2.36)
h
2
2
⎞
⎛⎞
⎢
ω
⎥
⎜
⎟
2
1
−
+
η
⎜⎟
⎢
⎥
ω
⎜
⎟
⎝⎠
⎢
0
⎥
⎝
⎠
⎣
⎦
100.0
50.0
20.0
η=0.02
η=0.15
η=0.3
η=0.6
10.0
5.0
2.0
1.0
0.5
0.2
0.1
0.1
0.2
0.5
1
2
5
10
f
/
f
0
Figure 2.9
Transmissibility, the ratio of transmitted force (to the foundation) and the applied force, of a simple
mass-spring system with hysteretic damping. The loss factor η
is indicated on the curves.