of soil-structure interaction including the description of behaviour of the RC structure and the
subsoil under short-term loading. Two kinds of constitutive models for ground and structure
were adopted for a nonlinear interaction analysis of the RC cylindrical tank with subsoil. The
constitutive laws for concrete and subsoil were developed in compliance with the
deformational and flow theories of plasticity. Moreover, a non-linear elastic-brittle-plastic …