（山东同圆设计集团有限公司， 济南 250001）

［摘要］山东汇金国际金融中心采用混凝土框架-剪力墙结构，对其结构布置的特点、结构抗震性能目标的确定、计算分析等进行了介绍。针对不利布置和性能设计目标，选用多种软件对结构进行了小震弹性反应谱分析、小震弹性时程分析、中震不屈服验算、中震弹性验算、静力弹塑性分析及楼板应力分析。结果表明，采用多种软件对结构进行计算分析，并采用一定的构造设计措施，能实现结构预定的性能设计目标，同时也能提高结构体系的安全性。

［关键词］高层建筑； 框架-剪力墙； 性能设计目标； 性能水准

中图分类号：TU318文献标识码：A文章编号：1002-848X(2016)24-0006-06

Structural design of Shandong Huijin International Financial Center

Yang Xiaodong， Qi Zheng， Liu Hao， Wei Qiang， Jiang Shilin

（Shandong Tongyuan Design Group Co., Ltd., Jinan 250001， China）

Abstract:Shandong Huijin International Financial Center is a reinforced concrete frame-shear wall structure. The features of structure arrangement, the determination of structural seismic performance objectives, and the calculation analysis were introduced. According to the adverse structure arrangement and performance design objectives of the structure, various programs were used to conduct the elastic response spectrum analysis and elastic time-history analysis under frequent earthquake, the non-yielding design, the elasticity check and the static elastic-plastic analysis under fortification earthquake, and the floor stress analysis. The results show that it can realize the predetermined performance design goals of the structure and improve the security of the structural system by using various programs to analyze and calculate the structure and adopting relevant structural design measures.

Keywords:tall building； frame-shear wall structure； performance design objective; performance level

作者简介：杨晓东，硕士，高级工程师，Email:tystru1981@163.com。