Civil Engineering Reference
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B.2 Numerical solutions
In most cases a numerical integration is the most effective solution, in which case Eq.
B.1 is to be replaced by:
1
NN
() () ( )
()
¦¦
I
fx fx
ˆ
ˆ
exp
x
ˆ
β
=
− ⋅Δ
β
(B.3)
p
k
N
2
pk
==
11
and N is the number of integration points. It should be noted that
in general a finely meshed integration scheme is required, i.e. a large N . The reason for
this is of course that the exponential function is rapidly dropping at increasing values of
its argument. The solution to a good number of cases has been plotted in Figs. B.1 - B.3:
x xx
ˆ
ˆ
ˆ
where
Δ= −
p
k
Fig. B.1 Sinus type of typical mode shape functions
 
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