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    顧  建¹，張良平²，馬臣杰²，趙蘇北¹，項(xiàng)  兵²
    （1 華森建筑與工程設(shè)計(jì)顧問(wèn)有限公司南京分公司，南京 210005；2 華森建筑與工程設(shè)計(jì)顧問(wèn)有限公司，深圳 518054）

[摘要] 推導(dǎo)了柱腳彈性計(jì)算公式，并結(jié)合深圳京基金融中心實(shí)際工程，給出柱腳分析及設(shè)計(jì)過(guò)程，包括小震和中震的彈性設(shè)計(jì)，及大震下不屈服驗(yàn)算。
[關(guān)鍵詞] 柱腳計(jì)算；彈性設(shè)計(jì)；不屈服驗(yàn)算
中圖分類(lèi)號(hào)：TU398    文獻(xiàn)標(biāo)識(shí)碼：A    文章編號(hào)：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