林超伟¹，  刘  俊¹，  胡  涛¹，  黄俊海¹，  夏熙尧²，  彭辉鸿¹
  （1 香港华艺设计顾问（深圳）有限公司，深圳 518031； 2 广西大学土木建筑工程学院，南宁 530004）

[摘要] 深圳某高层住宅，结构高度为99. 7m，采用部分框支剪力墙结构体系，属平面和竖向均不规则的超限结构。根据结构特点设置各类构件的性能目标，通过中小震设计和大震复核的思路，尤其是楼板性能化设计，结果表明工程能满足拟定的性能目标。
[关键词] 楼板性能化设计；性能目标
中图分类号：TU318    文献标识码：A  文章编号：1002-848X(2012) Sl-0088-04

Performance-based seisnuc design of aframe-supported structure in Shenzhen
Lin Chaowei¹,  Liu Jun¹,  Hu Tao¹,  Huang Junhai¹, Xia Xiyao², Peng Huihong¹
(1 Hong Kong Huayi Designing Consultants (Shenzhen) Co., Ltd., Shenzhen 518031, Cluna; 2 College of Civil Engineering & Architecture, Guangxi University, Nanning 530004, China)

Abstract: A partial frame-supported shear wall system is adopted in a residential high-rise building with a structural height of 99. 7m, which is irregular in the planar and vertical direction. Performance objectives of various components were set up according to structural characteristics. Based on the idea of frequent and medium earthquake desi~p and rare earthquake check, especially on performance-based design on the floor. The results show that the project can meet the proposed performance objectives.
Keywords: performance-based design on the floor; performance objectives