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    曹偉良，  張良平，  王錦文，  金曉東，  金明彥，  項  兵
    （深圳華森建筑與工程設(shè)計顧問有限公司，深圳 518054）

[摘要] 對惠州佳兆業(yè)中心c座進(jìn)行了大震彈塑性動力時程分析，以論證“大震不倒”，介紹了性能目標(biāo)的確定和Perform-3D彈塑性分析模型，以及分析的具體過程。
[關(guān)鍵詞] 大震；彈塑性；動力時程；Perform-3D
中圖分類號：TU318    文獻(xiàn)標(biāo)識碼：A  文章編號：1002-848X(2011) Sl-0062-06

Elasto-plastic dynamic time-history analysis of Huizhou Jiazhaoye Center Tower C under large earthquake
Cao Weiliang, Zhang Liangping,Wang Jinwen, Jin Xiaodong, Jin Mingyan, Xiang Bing
( Huasen Architecture&Engineering Design Consultants Ltd., Shenzhen 518054, China)

Abstract: The time-history elasto-plastic model analysis under the large quake was proceed in the project of Huizhou Jiazhaoye Center Tower C.The procedure proved" No Collapsing With Strong Earthquake".  rllus paper introduced the performance goal determination and the Perform-3D elasto-plastic constitutive model, as well as the detail procedure.
Keywords: largeearthquake; elasto-plastic constitutive model; time-history analysis; Perform-3D