(中国建筑设计院有限公司， 北京 100044)

［摘要］高新生活广场塔楼平面为L形，采用大开间剪力墙结构,为减小结构自重楼面采用空心楼板体系。阐述了在高烈度区结构的抗震设计、性能设计，针对关键构件采取相应计算及构造措施。采用SATWE及YJK软件对结构在小震情况下进行计算，大震动力弹塑性分析采用SAUSAGE计算。

［关键词］剪力墙结构； 抗震设计； 关键构件； 空心楼板

中图分类号： TU318 文献标识码： A文章编号：  1002-848X(2016)S1-0284-05

Seismic design of High Life Plaza Tower in Xi′an

He Xiangyu， Li Yan， Gu Junjie， Chen Yue， Yang Fei

(China Architecture Design Institute Co., Ltd., Beijing 100044, China)

Abstract： High Life Plaza Tower plane is L shaped, the large bay shear wall structure, in order to reduce the weight of the floor structure with hollow floor system. The seismic design and performance design of structures in high seismic intensity area were expounded, and the corresponding calculation and construction measures were taken for the key components. To calculate the structure in small earthquake cases using SATWE and YJK software, the earthquake dynamic elastic-plastic analysis using SAUSAGE calculation.

Keywords： shear wall structure； seismic design； key component； hollow floor

作者简介：何相宇，本科，高级工程师，Email：441686222@qq.com。