文档介绍：摘要Ⅰ摘要偏心支撑具有弹性阶段刚度接近中心支撑框架, 弹塑性阶段的延性和耗能能力接近于纯框架的特点, 是一种良好的抗震结构。本文对该结构体系的弹塑性进行分析研究,并且应用静力非线性 Pushover 分析方法,对一栋 6 层 V 型偏心支撑钢框架结构体系进行分析;本文主要研究内容包括: (1) 分析研究钢框架结构体系以及静力非线性 Pushover 分析方法在国内外的发展状况。(2) 在有关文献研究的基础上,论述了 V 型偏心支撑钢框架的设计原理。 (3) 静力非线性 Pushover 分析方法的理论研究。(4) 利用 SAP2000 有限元软件建立 V 型偏心支撑钢框架的空间计算模型,并对其进行了静力非线性 Pushover 分析,研究结构在不同地震力作用下的变形能力和破坏机理,根据分析结果评定该体系在不同地震力作用下的抗震性能,最后对比分析耗能粱段对结构抗震性能的影响。关键词: 静力非线性 Pushover ; V 型偏心支撑钢框架;塑性铰;耗能梁段 Abstract Ⅱ Abstract The elasticity phase stiffness of the V st yle eccentric braced steel frame is approach to the centre braced steel frame ,in the plasticity phase the transformation and the ability of consume earthquake energy is approach to frame structure. Its elastic-plastic character is analyzed and a model which has si x stories has been disc ussed in this paper with the nonlinear static Pushover analysis. The main study contents of thin paper are followed: ( 1 ) The paper analyzed and studi ed the general situation of the steel-frame system and the method of nonlinear Pushover analysis. ( 2 )Based on the previous study, this paper ha s discussed the design theory for the V style eccentric bracing steel. ( 3 )The theory of the analysis method of nonlinear Pushover ha s been studied in the paper. ( 4 )Using the SAP2000 to set up a V style eccentric bracing steel frame model, which has been analyzed by the method of Pus hover, at the same time, it has studied the ability of distortion the demolish mech anism of the model under the different earthquake, from the result the paper has asse ssed the capability of the structure under the different earthquake, at last, the based dist ance has been studied which can effect the capability of the structure. Keywords: nonlinear static Pushover analysis; V style eccentric bracing steel frame; plastic hinge; link beam 独创性声明本人郑重声明: 所呈交的学位论文,是本人在导师的指导下,独立进行研究工作所取得的成果。除文中已经注明引用的内容外,本论文不含任何其他个人或集体已经发表或撰写过的研究成果,也不包含为获得河北工程大学或其他教育机构的学位或证书而使用过的材料。对本文的研究做出重要贡献的个人和集体, 均已在论文中