The updating of finite-element models commonly makes use of measured modal
parameters. The number of modal parameters measured in a typical modal test
is small, while the number of model parameters to be adjusted can be large
. In this paper, it is shown that the natural frequencies for the structure
under a variety of boundary conditions are available from any square, spat
ially incomplete frequency response function data, without any actual physi
cal alteration of the boundary conditions, hence the term 'artificial bound
ary conditions'. This approach can provide potentially a large number of ad
ditional and distinct mode frequencies from the same modal test. The simple
st example of this approach is that the driving-point antiresonance frequen
cies correspond to the natural frequencies obtained from the structure with
the driving-point degree of freedom constrained to ground. This result is
developed generally for multiple measured points, and is shown to be relate
d to previous results concerning omitted coordinate systems and spatially i
ncomplete test data. The approach is applied to sensitivity-based model upd
ating and damage detection. (C) 1999 Academic Press.