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柳州地王C2座超高层建筑静力弹塑性分析
刘 宏, 俞谷年, 刘 波
摘 要

刘  宏,  俞谷年,  刘  波
(广西华蓝设计(集团)有限公司,南宁530011)

[摘要] 采用MIDAS软件对柳州地王C2座进行了静力弹塑性分析,介绍了必要的性能参数以及模型参数。通过计算结果可以得到结构在6度罕遇地震作用下的静力弹塑性特性,分析了结构塑性铰的发展过程,为优化结构设计以及加强薄弱部位提供依据。
[关键词] MIDAS;超高层;Pushover分析;塑性铰发展
中图分类号:TU973    文献标识码:A  文章编号:1002-848X(2012) S2-0078-04

Pushover analysis of the super high-rise C2 tower of Liuzhou Diwang Fortune Center
Liu Hong, Yu Gunian, Liu Bo
( Guangxi Hualan Design&Consulting Group,  Nanning 530011,  China)

Abstract: Structural software MIDAS was used to perform Pushover analysis on a super high-rise building. Key parameters of performance-based design and analysis model were discussed. Static elasto-plastic characteristics of the building, as well as the plastic lunge development pattem of the structure, under rare earthquake were obtained through Pushover analysis. Thus provide basis for design optimization and strengthening weak locations of the building.
Keywords: MIDAS; super high-rise building; Pushover analysis; plastic hinge development

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