S. Yoshimura et al., NEW REGULARIZATION BY TRANSFORMATION FOR NEURAL-NETWORK-BASED INVERSEANALYSES AND ITS APPLICATION TO STRUCTURE IDENTIFICATION, International journal for numerical methods in engineering, 39(23), 1996, pp. 3953-3968
The present authors have been developing an inverse analysis approach
using the multilayer neural network and the computational mechanics. T
his approach basically consists of the following three subprocesses. F
irst, parametrically varying model parameters of a system, their corre
sponding responses of the-system are calculated through computational
mechanics simulations such as the finite element analyses, each of whi
ch is an ordinary direct analysis. Each data pair of model parameters
vs. system responses is called training pattern. Second, a neural netw
ork is iteratively trained using a number of training patterns. Here t
he system responses are given to the input units of the network, while
the model parameters to be identified are shown to the network as tea
cher data. Finally, some system responses measured are given to the we
ll-trained network, which immediately outputs appropriate model parame
ters even for untrained patterns. This is an inverse analysis. This pa
per proposes a new regularization method suitable for the inverse anal
ysis approach mentioned above. This method named the Generalized-Space
-Lattice (GSL) transformation transforms original input and/or output
data points of all training patterns onto uniformly spaced lattice poi
nts over a multi-dimensional space. The topological relationships amon
g all the data points are maintained through this transformation. The
neural network is then trained using the GSL-transformed training patt
erns. Since this method significantly remedies localization of trainin
g patterns caused due to strong nonlinearity of problem, the neural ne
twork can learn the training patterns efficiently as well as accuratel
y. Fundamental performances of the present inverse analysis approach c
ombined with the GSL transformation are examined in detail through the
identification of a vibrating non-uniform beam in Young's modulus bas
ed on the observation of its multiple eigenfrequencies and eigenmodes.