Abstract: B Block Xinjiang Huayu Times Square seats in Korla City, the height of the main structure about 98.5m, using frame-shearwall structure, including 2 underground floors, the ground 28 floors, of which 6 layers podium and a local roofing.The Standard floor plan is L-shaped, concave-convex size overrun, and the partial connection is weak. After comparison, the structure is irregular plane without installing expansion joint. While the top of the podium Story Height Change, structural vertical stiffness mutation, forming irregular vertical structure, there are weak layers. Carefully designed, the project did not have torsion irregular form. This design adopt elastic time-history analysis about small earthquake after comparing analytical calculation software. The project less shear arrangement, the larger the proportion of frame column, to ensure the safety of the structure of the second line of defense, adopt more stringent requirements than the existing norms of the shear adjustment methods. This paper focuses on the calculation of the upper structure of the project analysis and design points.