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where, with boundary conditions taken into account,
m 1
m 11
0
0
M
=
=
0
m 2
0
m 22
k 1
k 11
+
k 2
k 2
k 12
K
=
=
k 2
k 2
k 21
k 22
and
u 1
u 2
V
=
Assume that m 22 is very small compared to m 11 , and, hence, the DOF associated with
m 22 is to be condensed out. Before treating kinematic condensation, consider briefly static
condensation. The displacement equations for the static response of a general two-DOF
system can be written as
k 11
u 1
u 2
P 1
P 2
k 12
=
(10.17)
k 21
k 22
The second equation of Eq. (10.17) can be used to express u 2 in terms of u 1
P 2
k 22 +
u 2 =
Tu 1
(10.18)
where T
Use this relationship in the first equation in Eq. (10.17) to eliminate u 2
(back substitution) to obtain
=−
k 21
/
k 22
.
k 12
k 22 P 2
(
k 11
+
k 12 T
)
u 1
=
P 1
(10.19)
This is referred to as a statically condensed relation.
Now, return to the dynamic case where the equations of motion are given by Eq. (10.16).
If the relationship between u 1 and u 2 during the dynamic response is assumed to be the
same as for the static case, then the variable u 2 can be eliminated from Eq. (10.16). That
is, the static relationship of Eq. (10.18) will be assumed to apply for dynamic motion. Set
P 2 =
0 , so that Eq. (10.18) provides
u 2 =
Tu 1
and
u 2 =
T u 1
(10.20)
Substitute Eq. (10.20) into Eq. (10.16) giving
m 11
u 1
T u 1
k 11
u 1
Tu 1
0
0
0
k 12
+
=
(10.21)
0
m 22
k 21
k 22
Premultiply Eq. (10.21) by [1 T ] to obtain
T ] m 11
u 1
T u 1
T ] k 11
u 1
Tu 2
T ] 0
0
0
k 12
[1
+
[ 1
=
[ 1
(10.22)
0
m 22
k 21
k 22
or
+
=
m u 1
ku 1
0
(10.23)
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