Abstract: A Block Xinjiang Huayu Times Square seats in Korla City.The height is about 149.5 m.Used for part of the frame column shearwall structure, With 2 basements, ground 39 floors, the roof partially. Structure layout oblique artifacts, is irregular, no structure along the vertical stiffness mutation and shearing resistance mutation. Overall assessment structure along the vertical layout more rules, no obvious weak layer.Structure according to the national "transfinite high-rise building engineering seismic fortification special examination technology key point of quality 2010 no. 109 (built) for highly overrun of high-rise building. The project preliminary design respectively after the overrun of high-level review committee and the Xinjiang autonomous region transfinite high-level review by the review committee.Structure design uses a variety of contrastive analysis of the calculation software, and the elastic dynamic time5history analysis of frequent earthquake, elastoplastic static time-history analysis of rarely occurred earthquake. and to set the control performance index structure, the shear wall and frame column, and other important components in the seismic design (not yield, elastic) calculation. This article describes the calculation of the engineering analysis and design points of the upper structure.