Investigation of the isotropic plates bending lying on the complex two-parameter elastic foundation by boundary element method

This work is dedicated to the investigation of the linear deformation problem of plates based on application of the fundamental decision of task of the isotropic plate bending lying on the complex two-parameter elastic foundation by an indirect method of boundary elements. In the issue of resolving system analysis was indicated that the task of isotropic plate bending lying on the simple elastic foundation is a special case of the task declared in the title of the article.