The BASE option is for cases where the supports have differing response. If all the base nodes move the same you can do the loading either as you have defined it or as a body force which has the time variation you want -- that is applied like an earthquake loading. For this case you can consult a book such as CHOPRA
author = {A.K. Chopra},
title = {Dynamics of Structures},
publisher = {Prentice-Hall},
address = {Upper Saddle River, N.J.},
year = {1995} }