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
 
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