Verhalten von unbewehrtem Mauerwerk unter ...

84 KAPITEL 5 – EIGENE VERSUCHE
( )
( )
( )
⎪
⎪
⎪
⎪
⎭
⎪
⎪
⎪
⎬
⎫
⎪
⎪
⎪
⎪
⎩
⎪
⎪
⎪
⎨
⎧
⋅
⋅
⋅
=
⋅
0
0
0
3
2
1
n
a
m
n
a
m
n
a
m
a
m
g
g
g
g
n
ges (30).
Entsprechend bestimmen sich Massen- mges, Dämpfungs- cges und Steifigkeitsmatrix kges zu:
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎦
⎤
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎣
⎡
+
⋅
−
⋅
−
+
⋅
−
−
⋅
−
+
⋅
−
−
−
=
3
3
3
3
3
3
3
3
3
2
2
2
2
2
2
2
2
1
1
1
1
3
3
2
2
1
2
0
0
2
2
0
0
0
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
S
D
S
D
D
S
S
S
D
S
D
S
S
S
D
S
S
S
S
S
S
ges
c
c
h
k
c
c
c
h
k
c
c
h
k
c
c
h
k
c
c
h
k
k
k
k
k
k
k
(33).
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎦
⎤
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎣
⎡
⋅
⎟
⎠
⎞
⎜
⎝
⎛
+
⋅
⎟
⎠
⎞
⎜
⎝
⎛
+
+
⋅
⋅
⎟
⎠
⎞
⎜
⎝
⎛
+
⋅
⋅
=
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
2
0
0
2
2
0
0
0
0
2
3
3
3
3
2
3
3
3
2
1
3
3
2
2
2
2
1
2
2
1
1
1
h
m
m
h
h
m
m
h
h
h
m
m
h
m
m
h
h
m
m
h
m
m
m ges
(31).
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎥
⎦
⎤
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎢
⎣
⎡
⋅
⎟
⎠
⎞
⎜
⎝
⎛
+
⋅
⎟
⎠
⎞
⎜
⎝
⎛
+
+
⋅
⋅
⎟
⎠
⎞
⎜
⎝
⎛
+
⋅
⋅
=
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
2
0
0
2
2
0
0
0
0
2
3
3
3
3
2
3
3
3
2
1
3
3
2
2
2
2
1
2
2
1
1
1
h
c
c
h
h
c
c
h
h
h
c
c
h
c
c
h
h
c
c
h
c
c
c
DMP
DMP
DMP
DMP
DMP
DMP
DMP
DMP
DMP
DMP
DMP
DMP
ges
(32).