Abstract: It is analyzed and discussed that the streassed property of members for an integral transfer structure with large-span laminated open-web trusses, the effect of axial compression of the members on the structure due to prestressing force, the effect of changing the layers of the transfer structure on its internal force and deformation, the rigid relation between the vertical and horizontal members, as well as the principles of aseismic design. Several basic conceptual problems in the design of this structure are also explored, and corresponding proposals are given, which may be a reference for the design of relevant projects.