We are interested in reconstructing the external force distribution ex
citing a beam using measured values of the flexural displacement field
. Firstly, two different techniques are developed with remedies for re
ducing the sensitivity to the measurement uncertainties. The first met
hod based on a finite difference scheme involves local determination o
f the applied force density and uses an ideal wavenumber filter and a
spatial window for the elimination of the noise influence. The second
method based on a modal expansion uses an optimized number of modes fo
r the same reasons. Then, an application is proposed that we could nam
e ''force analysis of a structure'' where both approaches could be use
d. Finally, some experimental results are presented in order to valida
te both techniques.