The Stress And Sechnical Parameter Study On Frame-supported Shear Wall Structure

With the prosperity and development of China’s economy and population, the high-rise building of a single function can not meet the needs of the people, the high-rise building toward multi-function, multi-application direction. Responsive to this need, the frame supported shear wall structure has been greatly developed. This structure is generally lower part of a larger space, suitable for shopping malls, restaurants, entertainment centers, auditoriums, and the upper may act as a residential, office and hotel use.The shear wall part of the floor of the upper part of this structure, the lower part of the larger framework of the column grid, the middle through the conversion of the conversion layer structure, and to slow the upper and lower lateral stiffness difference between the larger problem.In this paper, the actual project, with reference to the application of the results of domestic and international frame supported shear wall structure modeling of two structural arrangement of a project structure with PKPM software, internal forces and design parameters, design results detailed comparative analysis, and then come to the experience, in terms of the structural arrangement, the internal force adjustment and selection of design parameters for the structural design reference conclusion.