Environmental Engineering Reference
In-Depth Information
(
λ
+
2
μ
)
D
nm
N
I
+
(
B
SVm
−
A
I
SVm
)
k
SVm
m
W
I
−
(
A
I
Pm
+
B
I
Pn
)(
k
I
Pm
)
2
m
=
0
B
I
Pm
)
m
2
N
I
m
=
0
λ
W
I
W
I
m
(
A
I
Pm
+
(
A
I
SVm
−
B
SVm
)
k
SVm
+
−
+
D
nm
=
(
λ
+
2
μ
)
+
(
−
A
I
SVn
+
B
I
SVn
)
k
I
SVn
n
W
II
−
(
A
I
Pn
+
B
I
Pn
)(
k
I
Pn
)
2
−
(
A
I
Pn
+
B
I
Pn
)
n
W
II
2
+
(
A
I
SVn
−
B
I
SVn
)
k
I
SVn
n
W
II
+
λ
, (4.78)
2
(
A
I
Pm
−
B
I
Pm
)
k
I
Pm
+
(
A
I
SVm
+
B
SVm
)(
−
)
m
W
I
N
I
m
=
0
μ
F
nm
m
W
I
−
F
nm
(
A
I
Pm
−
B
I
Pm
)
k
I
Pm
B
SVm
)(
k
SVm
)
2
N
I
m
=
0
μ
W
I
m
(
A
I
SVm
+
+
−
+
2
(
A
I
Pn
−
B
I
Pn
)
k
I
Pn
+
(
A
I
SVn
+
B
I
SVn
)(
−
)
n
W
II
n
W
II
=
μ
−
(
A
I
Pn
−
B
I
Pn
)
k
I
Pn
+
(
A
I
SVn
−
B
I
SVn
)(
k
I
SVn
)
2
n
W
II
+
μ
−
(4.79)
=
W
I
0
=
W
I
0
I
n
(
y
)
dy
. Note
thathere
D
mn
isthesameasthatpresentedinEqs.4.39-4.43forthe
SH wave. Similarly, we can also get the explicit form of
F
mn
in terms
of Eq.4.65
I
m
(
y
)
η
I
n
(
y
)
dy
and
F
mn
m
(
y
)
χ
η
χ
with
D
mn
F
mn
=
0, if
m
=
0or
n
=
0;
(4.80)
W
I
W
II
, if
m
0,
m
n
W
II
;
F
mn
=
=
0,
n
=
W
I
=
(4.81)
sin
m
−
π
1
√
W
I
W
II
1
n
W
I
W
II
F
mn
=
π
+
m
W
I
+
n
W
II
sin
m
π
−
n
π
W
I
W
II
1
m
W
I
+
,if
m
=
0,
n
=
0,
m
n
W
II
.
(4.82)
+
W
I
=
n
W
II