One examines a series of SASSI2000 runs to develop sensibility regarding the behavior of the program general solution in order to propose adequate analyst aptitudes in the choice of the analysis frequencies, as well as in the free-field wave composition and body wave incident angle selection. The control motion point localization and control motion direction options are also considered. A five degree of freedom superficial structure model is used founded over a horizontally layered site overlaying a rock halfspace. The study is made on a large set of acceleration transfer functions to the only one interaction node obtained by the variation of the above mentioned parameters. Recommendations are proposed to clarify and to extend the user manual chapters on the determination of the analysis frequencies and on the free-field wave composition. The efficiency of this proposal is checked on a group of examples on nuclear power plant structural models.