Engineering structures could be exposed to the influence of complex dynamic loads operating in high frequency range. Critical and monumental facilities, as well as facilities equipped with sensitive instruments are demanding detailed analysis of their interaction with the environment. That is the reason of the development of advanced numerical methods such as Dynamic Stiffness Method and Integral Transform Method.

The main activity of the researches in the scope of this research field is the application of the advanced numerical methods for solving practical engineering problems and the development of the corresponding original computational tools.