框架剪力墙结构侧向加载模式下的Pushover分析  

Pushover analysis for frame shear wall structure under lateral loading modes

作　　者：王星星 廖光明[2] 施秀虎 缑文平 

机构地区：[1]贵州省建筑设计研究院,贵州贵阳550002 [2]四川大学建筑与环境学院,四川成都610065

出　　处：《山西建筑》2017年第5期55-58,共4页Shanxi Architecture

摘　　要：介绍了Pushover分析的基本方法,阐述了几种典型的水平侧向力分布的原理特征及选取原则,并结合某超高层框架剪力墙工程实例,分析了不同加载模式下结构薄弱部位发展、层间位移角大小、性能点的出现等情况,最后提出了薄弱构件的加强措施。This paper describes the basic methods of Pushover analysis focuses on the principles of the principle characteristics of several typical horizontal lateral force distribution and selection,analysis the weak parts of the structure under different loading patterns of development,the size of inter-story drift occurs performance points and so on. Finally the weak members proposed targeted measures to strengthen.

关 键 词：PUSHOVER分析 侧向力分布 塑性铰 层间位移角 抗震设计 

分 类 号：TU398[建筑科学—结构工程]