I have already seen ABAQUS user analysis and manual, but I can't understand. I prefer to use subroutine instead of using MATLAB or EXCEL to import load amplitude
One way to achieve wall motion is specifying a DEFINE_PROFILE UDF in FLUENT. You will need to include the "udf.h" file. Look in the documentation for more details.
I think using a subroutine is a good choice, because some more complicated load can be simulated in that way .According to the kind of the problem, "Dload" or "VDload" is available.
If you are going to write a subroutine then you will need to make sure that the loading is converted to consistent nodal forces - presumably abaqus will do this for you if you use one of its functions.