王列红1，韩纪升1，穆英1，管江1，张相勇2

（1 深圳市建筑设计研究总院有限公司北京分院， 北京 100195；

2 中国电子工程设计院， 北京 100142）

［摘要］工程结构主体高度209.850m，超过规范混合结构B级高度最大使用高度的要求，结构采用框架-核心筒结构体系。采用基于性能要求的抗震设计方法，提出合理的抗震性能目标、性能水准及实现性能设计的主要方法，对结构进行多遇地震作用下的弹性分析以及罕遇地震作用下的动力弹塑性时程分析。针对该工程结构特点，并结合计算分析结果和超限审查专家的意见，提出了对该工程超限情况所采取的针对性措施。给超高层结构的设计提供了一些借鉴。

［关键词］超高层； 框架-核心筒结构； 抗震性能目标； 动力弹塑性时程分析

中图分类号： TU318    文献标识码： A    文章编号： 1002-848X(2015)S2-0289-06 

Structural design for office building hotel in phase II block A of

Zhengrong Finance & Fortune Center

Wang Liehong1, Han Jisheng1, Mu Ying1, Guan Jiang1, Zhang Xiangyong2

(1 Shenzhen Central Institute of Architectural Design and Research Co., Ltd., Beijing Branch Institute,

Beijing 100195, China; 2 China Electrics Engineering Design Institute, Beijing 100142, China)

Abstract: This project is 209.850m in height, exceeding the maximum allowable height of Class B for standard. Steel-concrete structures and frame-core tube structure system are adopted. By adopting the performance-demanded anti-seismic design approach, rational anti-seismic performance goal, performance level and key approaches to realize performance design were proposed. Elasticity analysis under frequent earthquake and dynamic elasto-plastic analysis time history analysis under rare earthquake were conducted for the structure. Based on the structural features of this project and in combination with the calculation result as well as the comments of the expert reviewers in overrun structure, specific measures were proposed in light of the high-rise conditions of this project, which provides references for the design of high rise structures.

Keywords: super high-rise building；frame-core tube；anti-seismic performance goal；dynamic elasto-plastic time history analysis

作者简介：王列红，硕士，高级工程师，一级注册结构工程师，Email:kingliehong@163.com。