Giant structural building relocation is a complex dynamic process while the current study to the project was restricted to a specific project and most of the theoretical researches were focused to the rolling way to realize the relocation. The object of this paper is to formulate the model of frame structure building movement by sliding way and to obtain the force in building elements under the different conditions. The first time this paper models building for 3 conditions of relocation with ANSYS software . In the analysis process some dynamic processes of the building monolithic movement were treated as static ones and different constraints and support force were imposed on the model. By that way weighing, horizontal moving and jacking process were assayed. Predictions of the theoretical analysis to the concrete engineering projects have demonstrated the validates of the proposed methods. At the same time some conclusions of this paper is significant to the project.