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λ P j Y j Þ
λ P j Y j ;
We can now expand the term 1
1
1
2
as 1
2
2
keeping only first order
λ
terms in
for this power series expansion. This gives us:
0
1
0
1
X
X
X
ZZ 0
Z 0 Z 0 D
@
A 1
@
A D
Pz 0 5
Y j
Y j
Y j
1
2
2
λ
1
(5A.14)
j
j
j
to first order in
.
Now we can calculate the landmark coordinates after the operation of the compres-
sion/dilation (S 2 (
λ
λ
)) and Procrustes superimposition (which is just a multiplication by P
0 ,
Z
Z 0 is already centered):
since
0
@
1
A 3
8
<
0
@
0
@
1
A
1
A ;
0
@
0
@
1
A
1
A
9
=
K
X
X
X
Pz 0 Z 0 5
Z 0 5
Y j
Y j
Y j
1
Z j
5
X j 1
ð Y j
Y j Þ
1
:
;
j
j
j
1
(5A.15)
j
5
P z 0 Z 0 is then:
The vector describing the displacement from
Z
to
8
<
9
=
0
@
0
@
0
@
1
A 2
1
A ;
0
@
0
@
1
A 2
1
A
1
A
K
X
X
Pz 0 Z 0
Y j
Y j
2
Z
5
X j 1
X j
ð Y j
Y j Þ
1
Y j
(5A.16)
:
;
j
j
j
5
1
8
<
9
=
0
@
0
@
1
A ;
0
@
1
A
1
A
K
X
Y j X
j
2 Y j X
j
Y j
Y j
Y j
52
X j
λ
λ
Y j
(5A.17)
:
;
j
j
5
1
2
Noting that
λ
D
0
;
we can simplify this to:
8
<
:
0
0
1
0
1
1
9
=
;
K
X
Y j X
j
@
@
A ; λ
@
A
A
Y j
Y j
52
X j λ
Y j
(5A.18)
j
5
j
1
8
<
:
0
0
1
0
1
1
9
=
;
K
X
X
@
@
A ;
@
A
A
Y j
Y j
X j
2
Y j 1
2
(5A.19)
j
j
5
j
1
γ 5Σ j Y j and
j Y j j X j , so that
We now define
α5
1
γ 1α5
1. After making these
substitutions and dividing through by
λ
, we have:
Pz 0 2
Z 0 Þ
V 2 5 ð
K
j
5 fð2γ
X j ; α
Y j Þg
(5A.20)
5
1
λ
which is the vector of the displacements at each landmark point (X j , Y j ) produced by the
mapping
S 2
per unit of
λ
. All we need to do now is to normalize this set so that the length
of the vector is one.
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