The method proposed presently replaces the propagating rupture on the fault surface by a fictitious focal point and a seismograph station in the vicinity of the given soil site. Infinite elements are adopted in the far field and finite elements in the near field. A fictitious focal point and seismograph station scheme is used to calibrate the free field ground motion of the soil site. The seismic analysis of an embedded body, which is finite, uses the difference scheme to solve the problem. The impedance equations, governing the difference between the embedded body and the seismic free field, contain the difference displacements and the already known free-field quantities. No infinite element free-field node is involved in the analysis of the difference system. For an embedded long and slender body, the part of interest of the body should be discretized into finite elements in the near field, and the remaining part of the body into infinite elements in the far field. The analysis described for a finite body is followed; and no infinite element free-field node, beside those inside the region where the actual long body will be embedded, is involved.