摘要:新疆华誉时代广场B座位于新疆库尔勒市，结构主体高度约为98.5m，结构形式采用框架-剪力墙结构，包含地下2层，地上28层，其中裙房6层，局部出屋面。结构标准层平面为L形，平面凹凸尺寸超限，且局部连接处较为薄弱，经过设计比较判断，最终未设抗震缝，属于平面不规则。同时裙房顶部有层高突变，结构竖向刚度突变，形成结构竖向不规则，有薄弱层。经过精心设计，本工程未形成扭转不规则。设计中采用了多种计算软件的对比分析，并补充进行了小震下的弹性时程分析。本工程的剪力墙布置较少，框架柱所占比重较大，为保证结构第二道防线的安全，采取比现行规范要求更严格的方法进行了剪力调整。本文着重介绍了该工程上部结构的计算分析及设计要点。

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.