顾  建¹，张良平²，马臣杰²，赵苏北¹，项  兵²
    （1 华森建筑与工程设计顾问有限公司南京分公司，南京 210005；2 华森建筑与工程设计顾问有限公司，深圳 518054）

[摘要] 推导了柱脚弹性计算公式，并结合深圳京基金融中心实际工程，给出柱脚分析及设计过程，包括小震和中震的弹性设计，及大震下不屈服验算。
[关键词] 柱脚计算；弹性设计；不屈服验算
中图分类号：TU398    文献标识码：A    文章编号：1002-848X(2011) Sl-0693-04

Design and analysis of huge frame column bases of Kingkey Financial Center
Gu Jian¹, Zhang Liangping²,  Ma Chenjie², Zhao Subei¹,  Xiang Bing²
(1 Nanjing Branch of Huasen Architectural ＆Engineering Designing Consultants Ltd., Nanjing 210005, China; 2 Huasen Architecture & Engineering Design Consultants Ltd., Shenzhen 518054, China)

Abstract: Elastic analysis formula of column bases was derived. Based on an example of Kingkey Financial Center project, the process of column bases analysis & design were provided, including elastic analysis and non-yielding computation.
Keywords: calculation of column bases; elastic design; non-yielding computation