隋英杰¹，  陈永强²，  赖玉辉²，  蔡秉志³，  唐旭雄¹
    （1 和记黄埔地产管理有限公司深圳分公司，深圳 518026；2 和记黄埔地产有限公司，香港；3 JMK工程顾问有限公司，香港）

[摘要] 本工程主体结构高156. 5m，为框架-核心筒结构体系，存在平面不规则和竖向不规则的情况，属于超限高层建筑结构。本文重点讲述了结构超限的特点，并根据结构超限情况提出了结构设计措施、确定了结构性能目标，针对性能目标分别进行了结构整体和特殊部位的计算分析。
[关键词] 超高层建筑；框架-核心筒；抗震分析；性能目标；弹塑性分析
中图分类号：TU973+．16  文献标识码：A  文章编号：1002-848X(2011) Sl-0488-04

Structure design of aultra-high-rise office building in Shanghai
    Sui Yingjie¹,  Chan Wingkeung²,  Willy Lai², Thomas Choy³, Jack Tang¹
    (1 Hutcluson Whampoa Property Management Limited Shenzhen Branch, Shenzhen 518026, China; 2 Hutchison Whampoa Property Limited, HongKong, China; 3 JMK Consulting Engineers Limited, HongKong, China)

Abstract: The proposed project is frame supported shear wall structure and ultra-high-rise building,  which is 156. 5m for its main part of the structure and is irregular in the plane and vertical direction. On one hand, the structural characteristics wluch is out oflinuted design requirements was described; on the other hand, the structural design method was proposed and the structural performance objectives were decided according to the condition of out of limited design requirements, while the analysis of the whole structure and special parts of the structure was obtained based on the performance objectives.
Keywords: ultra-high-rise building; frame supported shear wall structure; seismic analysis;  performance target;  push-over analysis