The intense computational requirements of a time domain solution of 3-
D elastodynamic problems based on the boundary element method (BEM) ha
ve limited its implementation to main frame computers. In this work a
simplified 3-D direct time domain BEM is described along with a 3-D in
teractive animated graphics code custom made to accompany the above BE
M analysis. The simplifications introduced make its use efficient and
accurate even in a microcomputer environment. Representative numerical
results from the dynamic interaction of a rigid square machine founda
tion with an elastic half space are presented.