D. Aubry, D. Clouteau and P. D’Azemar, “A Dynamic Substructure Approach to Soil-Structure Interaction,” Computational Mechanics Publications, Vol. 3, Springer Verlag, Berlin, 2002.

has been cited by the following article:

• TITLE: On the Total Dynamic Response of Soil-Structure Interaction System in Time Domain Using Elastodynamic Infinite Elements with Scaling Modified Bessel Shape Functions

  AUTHORS: Konstantin Kazakov

  KEYWORDS: Soil-Structure Interaction; Wave Propagation; Infinite Elements; Finite Element Method; Bessel Functions; Duhamel Integral

  JOURNAL NAME: American Journal of Computational Mathematics, Vol.3 No.2, June 24, 2013

  ABSTRACT: This paper is devoted to a new approach—the dynamic response of Soil-Structure System (SSS), the far field of which is discretized by decay or mapped elastodynamic infinite elements, based on scaling modified Bessel shape functions are to be calculated. These elements are appropriate for Soil-Structure Interaction problems, solved in time or frequency domain and can be treated as a new form of the recently proposed elastodynamic infinite elements with united shape functions (EIEUSF) infinite elements. Here the time domain form of the equations of motion is demonstrated and used in the numerical example. In the paper only the formulation of 2D horizontal type infinite elements (HIE) is used, but by similar techniques 2D vertical (VIE) and 2D corner (CIE) infinite elements can also be added. Continuity along the artificial boundary (the line between finite and infinite elements) is discussed as well and the application of the proposed elastodynamical infinite elements in the Finite element method is explained in brief. A numerical example shows the computational efficiency and accuracy of the proposed infinite elements, based on scaling Bessel shape functions.