Alternating projection algorithms for matrix approximation are applied
for structural model updating. Desired matrix properties such as spar
sity, definiteness, and satisfaction of eigenconstraints are imposed a
s side constraints for a minimisation problem formulated to produce an
updated matrix model which better matches measured data. Included are
formulations of the update problem and discussion of the determinatio
n of solutions, convergence of the alternating projections approach as
seen through geometric interpretations, and experimental verification
. These approaches are verified through an application to locate damag
e in a laboratory truss structure using stiffness matrix approximation
with experimental vibration measurements. (C) 1998 Academic Press Lim
ited.