Civil Engineering Reference
In-Depth Information
()
ˆ
½
*
2
N j
PV
§
·
bc
1
i
jj
°
¦
¨
¸
=−
ˆ
ˆ
D
°
¨
22
¸
3
Vc
1
V
+
C
©
j ij
=
1
¹
i
° ° ¾
°
D
θ
D
B
PV
(D.27)
()
ˆ
*
3
N j
§
·
b
1
i
¦
j
¨
¸
1
°
=−
ˆ
ˆ
22
2
D
¨
¸
Vc
1
V
+
°
j ij
1
C
©
=
¹
i
D
θ
D
° ¿
B
()
ˆ
½
*
2
HV
§
N j
·
bc
1
i
jj
°
¦
¨
¸
=−
ˆ
ˆ
¨
22
¸
3
C
°
Vc
+
1
V
©
j ij
1
¹
L
=
i
° ¾ °
L
θ
(D.28)
()
ˆ
*
3
N j
HV
§
·
b
1
i
j
¦
¨
¸
1
=−
°
ˆ
ˆ
¨
22
¸
2
C
Vc
1
V
+
°
©
j ij
=
1
¹
L
i
¿
L
θ
()
ˆ
*
2
½
N j
AV
§
·
bc
1
i
jj
¦
°
¨
¸
=−
ˆ
ˆ
¨
22
¸
3
°
C
Vc
1
V
+
M
©
j ij
=
1
¹
i
° ¾ °
M
θ
(D.29)
()
ˆ
*
3
N j
AV
§
·
b
1
i
j
¦
¨
¸
=−
1
°
ˆ
ˆ
¨
22
¸
2
C
Vc
1
V
+
°
j ij
1
M
©
=
¹
i
¿
M
θ
It is seen that the indicial functions are determined by the deviation between
aerodynamic derivatives and their quasi-static counterparts, as could be expected. It
should be noted that the aerodynamic derivatives are functions of the reduced velocity
ˆ V , i.e. experimentally they have been determined at various set values of ˆ V . The
determination of the constants
b and
c for each of the indicial functions
N j
mDLM
nyz θ
, or
, or
- ®
=
cs
j
ˆ
b e
Φ=− ¦ ,
()
s
ˆ
1
, will therefore require a multiple task data
mn
j
=
¯
j
=
1
fitting type of approach. Often
N =
2
will suffice.
 
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