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.
 
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