Structures involving nonmonotone, possibly multivalued reaction-displacemen
t or stress-strain laws cannot be effectively treated by the numerical meth
ods for classical nonlinearities. In this paper we make use of the fact tha
t these problems have as a Variational formulation a hemivariational inequa
lity, leading to a noncovex optimization problem. A new method is proposed
which approximates the nonmonotone problem by a series of monotone ones. Th
e method constitutes an iterative scheme for the approximation of the solut
ions of the corresponding hemivariational inequality. A simple numerical ex
ample demonstrates the conceptual idea of the proposed numerical method. In
the sequel the method is applied on an engineering problem concerning the
ultimate strength analysis of an eccentric braced steel frame.