In this paper two methods are proposed in order to determine the optimal or
near-optimal positioning of sensors which has to be carried out when vibra
tion tests are being prepared. The optimal sensors location is proposed on
the finite element model associated to the structure to be tested. The gene
ral context concerns the parametric identification of mechanical structures
models using test results. The purpose of model updating is to converge th
e mathematical model, generally obtained by a finite element method, by adj
usting the model parameters in agreement with test measurements. Missing di
splacement measurements increase the ill-posedness of this problem. The dyn
amic response of the structure is here described on a truncated modal basis
. The first method of location of sensors emphasises the minimisation of th
e noise effect, the estimate of the modal coordinates is found in a least-s
quares sense. The second method is based on the observability gramian and t
he optimal sensors location has to ensure observability requirements. The s
mallest eigenvalue of the observability gramian represents the poorest case
of information. The two methods are illustrated for a supported beam for a
benchmark truss structure. (C) 1999 Academic Press.