We use a direct boundary element algorithm in time-domain (Mansur, 1983) to investigate the seismic behavior of non-homogeneous geologic features. This algorithm uses fundamental solution of the displacement (as well as traction) to form the stiffness matrices. The employed code (Hybrid, Kamalian, 2005) does not consider attenuation in the analysis.
The problem is that in most cases despite stability of the results of homogeneous analysis, the non-homogeneous results becomes unstable rapidly, in a way that the displacements start oscillating around the correct values, although we examined almost all possible optimum time-step range.
we know that considering attenuation could decrease divergence, but is there any other way (regarding ease of use) to deal with divergence problem in displacement matrices ?