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    于海博¹，  胡  瑩²，  趙  明¹，  龍  淼¹，  毛英杰¹
    （1 華東建筑設計研究院有限公司，上海 200002； 2 大連拓普聯(lián)合工程顧問有限公司，大連 116001）

[摘要] 近年來，我國超高層建筑發(fā)展十分迅速。由于超高層項目的特殊性，抗震設計應采取更為嚴格的技術措施以保證安全。我國規(guī)范采用三水準設防、兩階段設計的方法進行抗震設計。結合工程經(jīng)驗，對超高層抗震分析有關反應譜、時程分析及性能設計的有關內(nèi)容進行了綜述。
[關鍵詞] 超高層；抗震分析；性能設計
中圖分類號：TU973.31    文獻標識碼：A  文章編號：1002-848X(2011) Sl-0026-05

Main points of seismic analysis on super-high building
Yu Haibo¹,  Hu Ying², Zhao Ming¹,  Long Miao¹,  Mao Yingjie¹
(1 East China Architectural Design & Research Institute Co., Ltd., Shanghai 200002, China; 2 Dalian Top-union Construction Consultant Ltd., Dalian 116001, China)

Abstract: Recent years, super high building has a rapid development in China. Because of the specialty of super high building, strict measures should be taken to assure the building safety. In Code for seismic design of buildings of China, three seismic fortification levels and two-stage design methods are applied. The main points of response spectrum analysis, time history analysis, and performance based design in super high rise building were reviewed.
Keywords: super-high building; seismic analysis; performance based seismic design