节点文献
配筋砌块剪力墙有限元分析与试验比较
Finite element analysis and experimental comparison of reinforced masonry shear walls
【摘要】 在具体试验设计配筋砌块砌体剪力墙的基础上,使用ABAQUS软件对其进行数值模拟,对配筋砌体砌块剪力墙的滞回曲线、骨架曲线和延性进行分析研究,包括模型的选取与建立,有限单元的选取等,比较计算结果与试验结果,证明有限元分析模型可靠有效.
【Abstract】 Based on an experimental design of reinforced concrete block masonry shear walls,this paper takes a use of ABAQUS software in the process of data simulation and makes a comparative study of reinforced masonry block shear wall hysteretic curves,frame curves and ductility analytical studies including model selection and establishment and limited unit selection.It is proved that the finite element analysis model is reliable and effective and its calculation result is good.
【关键词】 配筋砌块剪力墙;
有限元模型;
滞回曲线;
骨架曲线;
延性;
【Key words】 reinforced masonry shear wall; finite element model; hysteretic curves; frame curves; ductility;
【Key words】 reinforced masonry shear wall; finite element model; hysteretic curves; frame curves; ductility;
- 【文献出处】 青岛理工大学学报 ,Journal of Qingdao Technological University , 编辑部邮箱 ,2013年04期
- 【分类号】TU398.2
- 【网络出版时间】2013-07-24 13:16
- 【下载频次】92